FINAL VETERANS MEMORIAL PARKWAY AND SANTA … file...Veterans Memorial Parkway and Santa Barbara Boulevard Overpass Study Final Report 1-1 Section 1.0 INTRODUCTION The Lee County Department

FINAL VETERANS MEMORIAL PARKWAY AND

SANTA BARBARA BOULEVARD OVERPASS STUDY

Lee County, Florida

Lee County Project Number:

Prepared for:

Lee County Department of Transportation 1500 Monroe Street

Fort Myers, Florida 33901

August 2010 (Revised January 2012)

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Veterans Memorial Parkway and Santa Barbara Boulevard Overpass Final Report

i

TABLE OF CONTENTS

Section Title Page

TABLE OF CONTENTS ............................................................................. i

LIST OF TABLES ..................................................................................... iii

LIST OF FIGURES ................................................................................... iv

1.0 INTRODUCTION ................................................................................... 1-1 1.1 Purpose ......................................................................................... 1-1 1.2 Project Description ....................................................................... 1-1 1.3 Study Methodology ...................................................................... 1-3

2.0 EXISTING CONDITIONS ...................................................................... 2-1 2.1 Existing Traffic Volume Data ...................................................... 2-1

2.1.1 Trafic Count Data ......................................................... 2-1 2.1.2 Annual Average Daily Traffic Volumes ....................... 2-1 2.1.3 Peak Hour Volumes ...................................................... 2-3 2.1.4 Existing Traffic Characteristics .................................... 2-3 2.1.5 Existing Roadway Characteristics ................................ 2-3

2.2 Existing Operational Analyses ..................................................... 2-3 2.2.1 CORSIM Network Calibration ..................................... 2-6

2.3 Average Overall Existing Network Performance ........................ 2-8

3.0 FUTURE CONDITIONS......................................................................... 3-1 3.1 Future Traffic Conditions ............................................................ 3-1 3.2 Future Alternatives ....................................................................... 3-1

3.2.1 No-Build Alternative .................................................... 3-1 3.2.2 Build Alternatives ......................................................... 3-1

3.3 Traffic Projections ....................................................................... 3-2 3.3.1 Future Traffic Assumptions .......................................... 3-2 3.3.2 Peak Hour Traffic Projections ...................................... 3-3

3.4 Future Operational Analyses ........................................................ 3-3 3.4.1 No-Build Alternative .................................................. 3-10 3.4.2 Alternative 1 - Build Alternative with No-Tolls ......... 3-14 3.4.3 Alternative 2 - Build Alternative with Tolls ............... 3-19

3.5 Overall Network Performance ................................................... 3-24

4.0 SUMMARY ............................................................................................. 4-1

5.0 REFERENCES ........................................................................................ 5-1

Veterans Memorial Parkway and Santa Barbara Boulevard Overpass Final Report

ii

TABLE OF CONTENTS (Continued)

Section Title Page APPENDICES

Appendix A: Raw Turning Movement Counts

Appendix B: 2009 AADT Volumes

Appendix C: Peak Hour Volume Calculations

Appendix D: Signal Operating Plans, Design Hour Truck, and Field Observations

Appendix E: Existing CORSIM Results and HCM Equivalency Tables

Appendix F: Growth Rate Traffic Memorandum

Appendix G: FDOT TURNS5A Outputs

Appendix H: No-Build CORSIM Results

Appendix I: Alternative 1 CORSIM Results

Appendix J: Alternative 2 CORSIM Results

Veterans Memorial Parkway and Santa Barbara Boulevard Overpass Study Final Report iii

LIST OF TABLES

Table Number Title Page

2-1 Existing Intersection LOS Summary .......................................................... 2-8 2-2 Overall Network Demand and Processed Volumes .................................... 2-9 2-3 Existing Average Network Parameters ....................................................... 2-9

3-1 Traffic Characteristics ................................................................................. 3-2 3-2 No-Build Alternative – Summary of 2015 Operational Analysis ............. 3-11 3-3 No-Build Alternative – Summary of 2035 Operational Analysis ............. 3-11 3-4 Alternative 1 – Summary of 2015 Operational Analysis .......................... 3-18 3-5 Alternative 1 – Summary of 2035 Operational Analysis .......................... 3-18 3-6 Alternative 2 – Summary of 2015 Operational Analysis .......................... 3-21 3-7 Alternative 2 – Summary of 2035 Operational Analysis .......................... 3-21 3-8 Future Overall Network Demand and Processed Volumes ...................... 3-24 3-9 Future Average Network Parameters ........................................................ 3-25

Veterans Memorial Parkway and Santa Barbara Boulevard Overpass Study Final Report iv

LIST OF FIGURES

Figure Number Title Page

1-1 Project Location Map ................................................................................. 1-2

2-1 Count Locations .......................................................................................... 2-2 2-2 Existing Peak Hour Volumes ...................................................................... 2-4 2-3 Existing Lane Configuration ....................................................................... 2-5 2-4 Existing Level of Service (LOS) ................................................................ 2-7

3-1 2015 No-Build Peak Hour Volumes ........................................................... 3-4 3-2 2035 No-Build Peak Hour Volumes ........................................................... 3-5 3-3 2015 Alternative 1 with No-Toll Peak Hour Volumes ............................... 3-6 3-4 2035 Alternative 1 with No-Toll Peak Hour Volumes ............................... 3-7 3-5 2015 Alternative 2 with Toll Peak Hour Volumes ..................................... 3-8 3-6 2035 Alternative 2 with Toll Peak Hour Volumes ..................................... 3-9 3-7 2015 No-Build Level of Service (LOS) .................................................... 3-12 3-8 2035 No-Build Level of Service (LOS) .................................................... 3-13 3-9 Alternative 1 with No-Toll Lane Configuration ....................................... 3-15 3-10 2015 Alternative 1 with No-Toll Level of Service (LOS) ........................ 3-16 3-11 2035 Alternative 1 with No-Toll Level of Service (LOS) ........................ 3-17 3-12 Alternative 2 with Toll Lane Configuration ............................................. 3-20 3-13 2015 Alternative 2 with Toll Level of Service (LOS) .............................. 3-22 3-14 2035 Alternative 2 with Toll Level of Service (LOS) .............................. 3-23

Veterans Memorial Parkway and Santa Barbara Boulevard Overpass Study Final Report

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Section 1.0 INTRODUCTION

The Lee County Department of Transportation (DOT) commissioned a study to evaluate the operation of an overpass along Veterans Memorial Parkway at the Santa Barbara Boulevard intersection. The intersection of Veterans Memorial Parkway and Santa Barbara Boulevard intersection under existing (2010) conditions is a signalized intersection with Veterans Memorial Parkway serving east/west travel needs and Santa Barbara Boulevard serving north/south travel needs.

1.1 PURPOSE

The purpose of this study is to evaluate existing conditions (2010) and recommend future roadway improvements in conjunction with the proposed overpass along Veterans Memorial Parkway. As part of this effort, one No-Build and one Build Alternative which included non-toll and toll scenarios were analyzed for future opening year (2015) and design year (2035) conditions for AM and PM peak hours to identify the preferred Build Alternative. Both the opening year (2015) and design year (2035) analyses considered improvements along Veterans Memorial Parkway, as well as intersection improvements at Skyline Boulevard, Santa Barbara Boulevard and Country Club Boulevard.

1.2 PROJECT DESCRIPTION

The intersection of Veterans Memorial Parkway and Santa Barbara Boulevard is signalized and is located in the City of Cape Coral, Florida. This project evaluates the operation of an overpass along Veterans Memorial Parkway at the Santa Barbara Boulevard intersection by analyzing existing and future year traffic conditions for opening (2015) and design (2035) years. The Lee-Collier County 2030 Long Range Transportation Plan1 referred as 2030 Lee Plan hereafter, proposes an overpass improvement at the intersection of Veterans Memorial Parkway and Santa Barbara Boulevard. The Plan also proposes overpasses along Veterans Memorial Parkway at Skyline Boulevard and Country Club Boulevard intersections, which are adjacent major intersections to the west and east of the study intersection. The intersections and segments identified for this overpass study are shown in Figure 1-1.


Figure 1-1 1-2


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1.3 STUDY METHODOLOGY

This traffic report presents the analyses of existing and future conditions for the roadways and intersections included in the defined transportation study area. The study area includes the following segments and intersections:

Segments:

- Veterans Memorial Parkway from Skyline Boulevard to Santa Barbara Boulevard

- Veterans Memorial Parkway from Santa Barbara Boulevard to Country Club Boulevard

- Santa Barbara Boulevard from SW 28th Street to Veterans Memorial Parkway

- Santa Barbara Boulevard from Veterans Memorial Parkway to SW 24th Street

Intersections:

- Veterans Memorial Parkway/Skyline Boulevard - Veterans Memorial Parkway/Santa Barbara Boulevard - Veterans Memorial Parkway/Country Club Boulevard

Existing (2010) conditions and future proposed conditions for the opening year (2015) and design year (2035) were analyzed for AM and PM peak conditions. The following future alternatives were analyzed for both opening and design years:

- No-Build Alternative - Build Alternative

No-Toll Overpass at Veterans Memorial Parkway and Santa Barbara Boulevard

Tolled Overpass at Veterans Memorial Parkway and Santa Barbara Boulevard

For all future Build Alternatives, it is assumed that there are overpasses along Veterans Memorial Parkway at the intersections of Skyline Boulevard and Country Club Boulevard, as all these overpasses were identified as cost feasible projects in the 2030 Lee Plan.

Existing traffic conditions were analyzed using existing traffic characteristics, roadway characteristics and traffic counts for all of the identified study segments and intersections. Future traffic volumes were developed using projections from the Lee-Collier County 2030 Cost Feasible Model output. Simple annual growth rate was used to extrapolate and obtain 2035 design year traffic volumes. The future traffic conditions were analyzed for No-Build and Build Alternatives. The Build Alternatives include two scenarios, specifically with no-toll and with toll for the proposed overpass at Veterans Memorial Parkway and Santa Barbara Boulevard intersection.


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Section 2.0 EXISTING CONDITIONS

This section summarizes the type of data and resources used, and evaluation existing traffic conditions for the Veterans Memorial Parkway and Santa Barbara Boulevard intersection. The data collected was used to describe the physical roadway and traffic characteristics of the study area roadways and intersections.

2.1 EXISTING TRAFFIC VOLUME DATA

2.1.1 TRAFIC COUNT DATA

Traffic count data was provided by Lee County Department of Transportation (DOT) for this study. The following summarizes types and corresponding dates for the counts used:

Turning movement counts (TMCs) were obtained/collected for the following intersections on the corresponding dates:

- Veterans Memorial Parkway/Skyline Boulevard (October 18, 2007) - Veterans Memorial Parkway/Santa Barbara Boulevard (February 04, 2009) - Veterans Memorial Parkway/Country Club Boulevard (June 15, 2010)

Twenty-four-Hour TMCs were obtained from Lee County DOT for Veterans Memorial Parkway at Skyline Boulevard and Santa Barbara Boulevard intersections. PM peak hour TMCs were collected for the intersection of Veterans Memorial Parkway and Country Club Boulevard during field observation. The traffic count locations are highlighted in Figure 2-1. Appendix A presents the raw TMCs data.

2.1.2 ANNUAL AVERAGE DAILY TRAFFIC VOLUMES

The 2009 annual average daily traffic (AADT) volumes for the study area roadways were obtained from the 2009 Florida Traffic Information (FTI) DVD2 and the 2009 Traffic Count Report3 at the following locations:

- Veterans Memorial Parkway west of Skyline Boulevard (2009 Traffic Count Report)

- Veterans Memorial Parkway east of Skyline Boulevard (2009 FTI DVD)

- Veterans Memorial Parkway east of Santa Barbara Boulevard (2009 FTI DVD)

- Veterans Memorial Parkway east of Country Club Boulevard (2009 FTI DVD)

- Santa Barbara Boulevard south of Veterans Memorial Parkway (2009 FTI DVD)

- Santa Barbara Boulevard north of Veterans Memorial Parkway (2009 FTI DVD)

- Country Club Boulevard south of Veterans Memorial Parkway (2009 FTI DVD)


Figure 2-1 2-2


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2.1.3 PEAK HOUR VOLUMES

The existing (2010) peak hour turning movement volumes for the study intersections were developed from the raw TMCs. The turning movements were broken down into 15-minute intervals and each group of consecutive 15-minute intervals was summed up to determine the peak hour for each intersection. The TMCs obtained at each intersection were balanced with no yearly growth, even though the TMCs taken at each intersection are from different years. This was done because of the current downward trend in yearly traffic volumes and the necessity to use raw traffic volumes for existing conditions analysis in traffic analysis software. The detailed calculations used in determining the peak hour volumes are provided in Appendix C. The resulting existing (2010) AM and PM peak hour volumes are shown in Figure 2-2.

2.1.4 EXISTING TRAFFIC CHARACTERISTICS

Given that vehicle classification counts were not collected as part of this study, the 2009 FTI DVD was used to obtain truck information for the study area roadways. This information is presented in Appendix D. As standard practice, design hour truck (DHT) percentages are assumed to be one-half of T24. A DHT percentage of 2 percent is used for Veterans Memorial Parkway and Santa Barbara Boulevard and a DHT percentage of 1 percent is used for Skyline Boulevard and Country Club Boulevard.

2.1.5 EXISTING ROADWAY CHARACTERISTICS

The Lee Plan 2009 Codification4 (As amended through May 2009) was reviewed to determine the minimum level of service (LOS) standard for the study area roadways. Based on this document, the minimum standard is LOS E for Veterans Memorial Parkway, Skyline Boulevard, Santa Barbara Boulevard and Country Club Boulevard.

Three existing signalized intersections are being evaluated as part of this study. The intersections are as follows:

Veterans Memorial Parkway/Skyline Boulevard Veterans Memorial Parkway/Santa Barbara Boulevard Veterans Memorial Parkway/Country Club Boulevard

The existing lane geometry for the study area intersections was obtained during a field review. The existing lane configurations for the intersections listed above are displayed in Figure 2-3. Signal operating plans for all of the intersections in the study area were obtained from Lee County DOT. Signal operating plans are provided in Appendix D.

2.2 EXISTING OPERATIONAL ANALYSES

The existing operational analyses included evaluation of all intersections and corresponding roadway segments in the study area. The analyses were conducted using the Traffic Software Integrated System (Version 6.1) CORSIM5 traffic micro-simulation analysis tool.


Figure 2-2 2-4


Figure 2-3 2-5


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The following input data was used to complete the analyses for the AM and PM peak hour existing intersection and roadway segment analyses:

- Existing AM and PM peak hour turning movement volumes displayed in Figure 2-3

- Existing intersection geometries displayed in Figure 2-4

- Existing DHT percentages provided in Appendix D

- Existing signal phasing and timing plans, from the Lee County DOT, provided in Appendix D.

A CORSIM network, simulating the existing conditions, was coded using the data listed above and calibrated based on factors such as speed, queue lengths and volumes. The calibration effort is described in detail in the following section.

2.2.1 CORSIM NETWORK CALIBRATION

This section describes the procedure followed in calibrating the CORSIM model networks for the Veterans Memorial Parkway and Santa Barbara Boulevard Overpass Study. The CORSIM model network was calibrated such that the model would yield traffic simulation results comparable to existing conditions. A travel time survey, conducted during existing PM peak hour conditions, along Veterans Memorial Parkway corridor was used for calibrating PM peak hour conditions. The travel time survey was done using the “floating car method,” whereby a vehicle proceeds with the traffic along the corridor. The method was used four times in each direction (eastbound and westbound) along the entire study corridor. This information was then used to calculate travel time and average speed. In addition, select locations served as benchmarks where travel times along the corridor were identified. A field review was conducted to determine queue length statistics at turn lanes throughout the study area. The results from the field observations are provided in Appendix D.

Adjustments were made to the model network as necessary, in order to replicate the results from the travel time survey and field observations. The turning movement volumes and average speeds reported by the model network were compared to the peak hour traffic counts and average speed calculated from the travel time study at respective locations. The queue lengths generated by the model network were compared to the observed queue lengths obtained from a field review. Factors were adjusted, as necessary, and the model was rerun until the model reported comparable results to those observed in the field. The calibration factors developed for the PM peak hour network were assumed for the AM peak hour CORSIM network.

The resultant calibrated networks were then simulated ten times with randomly generated seed numbers and averaged. The link node diagram for the existing model networks are provided in Appendix E. The existing CORSIM reports for the signalized intersection analyses, roadway segment analyses, as well as the accompanying Highway Capacity Manual6 equivalency tables are provided in Appendix E (Existing Operational Analyses). The LOS results from the intersection and roadway operational analyses are illustrated in Figure 2-4. Table 2-1 summarizes the existing intersection analysis.


Figure 2-4 2-7


2-8

Table 2-1 Existing Intersection LOS Summary

Intersection Approach

AM Peak Hour PM Peak Hour Delay

LOS Delay

LOS (Sec/Veh) (Sec/Veh)

Veterans Memorial Parkway/

Skyline Boulevard (Signalized)

Eastbound 48.0 D 48.2 D Westbound 40.1 D 57.7 E Northbound 40.7 D 50.3 D Southbound 54.6 D 66.2 E

Overall Intersection 46.0 D 55.1 E


Santa Barbara Boulevard (Signalized)

Eastbound 98.2 F 64.8 E Westbound 35.1 C 65.0 E Northbound 81.6 F 83.6 F Southbound 47.6 D 66.4 E

Overall Intersection 71.9 E 68.5 E


Country Club Boulevard (Signalized)

Eastbound 60.6 E 37.8 D Westbound 28.3 C 33.2 C Northbound 41.8 D 62.7 E Southbound 44.2 D 69.5 E

Overall Intersection 48.9 D 42.9 D

2.3 AVERAGE OVERALL EXISTING NETWORK PERFORMANCE

This section summarizes the average overall network performance parameters under existing conditions from the ten CORSIM simulation outputs. The overall demand volume (Veh) is the total sum of peak hour turning movement volumes at all the intersections along the Veterans Memorial Parkway corridor. The overall processed volume (Veh) is the sum of peak hour turning movement volumes at all the intersections and overpass sections along Veterans Memorial Parkway corridor generated by CORSIM after peak hour simulation. Table 2-2 shows the overall network demand volumes and the overall network processed volumes.

It is evident from Table 2-2 that the demand volume applied to the network is almost completely processed during each simulation of the peak hour. This also indicates that the CORSIM network was appropriately calibrated and validated. CORSIM also provides summary of several other overall network parameters like total vehicle-miles (Veh-Mile), duration of travel (Veh-Hr), average speed (miles per hour [mph]), and travel time (Min/Mile). Table 2-3 shows average overall network parameters resulting from simulation of existing conditions. The definitions for the overall parameters are given below. The overall existing network performance parameters for all the ten simulations is provided in Appendix E.


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Table 2-2 Overall Network Demand and Processed Volumes

Alternative Peak Overall Network

Demand Volumes

Average Overall Network

Processed Volumes

Percent Vehicles

Processed Not

Processed

Existing AM 8,361 8,336 99.71% 0.29% PM 9,187 9,161 99.72% 0.28%

Table 2-3 Existing Average Network Parameters

Alternative Peak Hour

Total Vehicle-

Miles

Duration (Vehicle - Hours) Speed (Mph)

Time (Min/Mile)

Move Delay Total Move/Total

Delay Total

Existing AM 15,123 319 285 604 0.53 25 1.13 2.39 PM 16,910 356 315 671 0.53 25 1.12 2.38

DEFINITIONS:

Total Time – Link length divide by the average speed (in feet/second) of all vehicles on the link since the beginning of the simulation.

Vehicle Minutes – Total time on the link for all vehicles on the link since the beginning of the simulation.

Total Vehicle Miles – Total distance traveled by all vehicles on links since the beginning of the simulation.

Move Time – Total Time per vehicle multiplied by the Ratio of Move Time to Total Time.

Delay Time – Total Time per vehicle minus Move Time per vehicle.

Ratio of Move Time to Total Time – Total Vehicle Minutes minus the total accumulated number of vehicle delay (in seconds), divided by Total Vehicle Minutes. Delay is the difference between the time it would take a vehicle to travel the length of the link if it traveled at the link free-flow speed and the actual time that it takes the vehicle to travel that distance.


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Section 3.0 FUTURE CONDITIONS

3.1 FUTURE TRAFFIC CONDITIONS

This section summarizes the analysis of future traffic conditions for the Veterans Memorial Parkway and Santa Barbara Boulevard Overpass Study. The analysis required the development of future traffic characteristics and projections for the roadways within the study area. As part of the analysis of future conditions, No-Build and Build Alternatives were analyzed. All future alternatives were analyzed and evaluated under both opening year (2015) and design year (2035) traffic conditions. The opening year (2015) and design year (2035) analysis for the Build Alternatives considered overpasses along Veterans Memorial Parkway at the intersections of Skyline Boulevard, Santa Barbara Boulevard and Country Club Boulevard.

3.2 FUTURE ALTERNATIVES

3.2.1 NO-BUILD ALTERNATIVE

The No-Build Alternative considers the existing roadway conditions without any additional improvements. The opening year (2015) and design year (2035) traffic analyses were performed under a No-Build condition, which assumes that there are no future roadway improvements in the study area.

3.2.2 BUILD ALTERNATIVES

Future traffic analyses for Build Alternatives assume overpasses along Veterans Memorial Parkway at the intersections of Skyline Boulevard, Santa Barbara Boulevard and Country Club Boulevard as proposed in the Lee-Collier County 2030 Cost Feasible Model. The overpasses at Skyline Boulevard and Country Club Boulevard provide adequate capacity, thereby accommodating the projected traffic demand and avoiding bottleneck conditions on either side of Veterans Parkway/Santa Barbara Boulevard.

The analysis of future Build Alternatives was performed for the following alternatives for the overpass.

Alternative 1 – Build Alternative with No-Toll Alternative 2 – Build Alternative with Toll

Apart from the Build Alternatives, it was initially proposed to analyze another toll scenario which considered an increase in toll at the existing toll collection facility along Veterans Memorial Parkway just west of Mid-Point Bridge. Under this toll alternative, no additional toll will be collected for accessing the proposed overpass at Santa Barbara Boulevard; therefore, the percent of through traffic using the overpass along Veterans


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Memorial Parkway will be the same as the Alternative 1 - Build Alternative with No-Toll Scenario. The overall traffic demand, however, will be lower due to the increased toll for this Alternative when compared to Alternative 1. Therefore, this toll scenario involving additional toll at the existing toll facility along Veterans Memorial Parkway (Mid-Point Bridge) was not included as part of the future traffic analysis.

3.3 TRAFFIC PROJECTIONS

Development of future traffic volumes was based on demand volumes projected by the Lee-Collier County 2030 Cost Feasible Model. Since the model provided only 2030 traffic demand volumes, a simple annual growth rate was used to extrapolate 2030 model output volumes and develop design year (2035) traffic volumes.

Simple average growth rate was determined using the 2009 annual average daily traffic (AADT) volumes obtained from the 2009 FTI DVD and the Lee-Collier County 2030 Cost Feasible Model along Veterans Memorial Parkway and intersecting roadways within the study area. The average growth along Veterans Memorial Parkway is 2.0 percent and the average growth inclusive of intersecting roadways is 2.1 percent. A growth rate of 2.0 percent is used for this study. The traffic memorandum detailing the process of developing growth rates, as approved by Lee County Department of Transportation (DOT) is provided in Appendix F.

3.3.1 FUTURE TRAFFIC ASSUMPTIONS

Peak hour traffic characteristics obtained from the 2009 FTI DVD at the permanent count station location on Veterans Memorial Parkway west of Santa Barbara Boulevard were determined to be used for developing future design hour traffic projections. This permanent count station has a K30 of 9.79, D30 of 68.04 and T24 of 3.36. However, the observed D30 is greater than the D30 factor range recommended by the Florida Department of Transportation (FDOT) Project Traffic Forecasting Handbook.7 Since, most of the adjacent count stations have a D30 factor of 57.25 percent; which is consistent with the D30 factor recommended by the FDOT Project Traffic Forecasting Handbook for an average urban arterial, a D30 of 57.25 was considered. The ‘K30’, ‘D30’ and ‘T24’ used for developing future traffic volumes are presented in Table 3-1.

Table 3-1 Traffic Characteristics

K30 D30 T24

9.79 57.25 2.00

As noted in Section 2.0 – Existing Conditions, the design hour truck (DHT) percentage obtained from the 2009 FTI DVD was assumed to be one-half of T24. A DHT of 2 percent


3-3

is used for Veterans Memorial Parkway and Santa Barbara Boulevard, and a DHT of 1 percent is used for Skyline Boulevard and country Club Boulevard.

3.3.2 PEAK HOUR TRAFFIC PROJECTIONS

Using the 2009 AADT volumes obtained from the 2009 FTI DVD, 2030 AADT volumes obtained from Lee-Collier County 2030 Cost Feasible Model and the existing PM peak hour turning movement volumes along with the traffic factors discussed above, the 2015 and 2030 PM peak hour traffic volumes were developed using the FDOT TURNS5A8 program. The 2030 peak hour volumes were then projected using a simple annual growth rate of 2.0 percent to obtain 2035 PM peak design hour traffic volumes. The AM peak design hour traffic volumes were then derived from PM peak hour traffic volumes by assuming that the peak travel direction is reversed. The resultant peak hour traffic volumes were balanced to make sure volumes entering/leaving the intersections are consistent with upstream and downstream intersections. Appendix G shows the design hour traffic volumes calculated using the FDOT TURNS5A program and the application of a 2.0 percent annual growth rate. Figures 3-1 and 3-2 illustrate the balanced opening year (2015) and design year (2035) traffic volumes for AM and PM peak hours under No-Build conditions.

For Alternative 1 - Build Alternative with No-Toll condition, the opening year (2015) and design year (2035) AM and PM peak hour traffic volumes were derived by adjusting the No-Build traffic volumes with percent through traffic diversion projected by the Lee-Collier County 2030 Cost Feasible Model along Veterans Memorial Parkway at the proposed overpass location. Based on the model output, a diversion of 96 percent to 99 percent of the through traffic was assumed to be utilizing the proposed overpass at the Veterans Memorial Parkway and Santa Barbara Boulevard intersection. Figures 3-3 and 3-4 illustrate the opening year (2015) and design year (2035) traffic volumes during AM and PM peak hours for Alternative 1.

For Alternative 2 - Build Alternative with Toll Condition, the opening year (2015) and design year (2035) peak hour traffic volumes were developed using No-Build volumes and toll diversions recommended by the toll feasibility analysis for this overpass. The No-Build opening year (2015) peak hour volumes were adjusted by shifting 60 percent of the through traffic to access the overpass at the Veterans Memorial Parkway and Santa Barbara Boulevard intersection. The design year (2035) AM and PM peak hour traffic volumes were developed using 2035 No-Build volumes by shifting 65 percent of the through traffic to access the overpass at the Veterans Memorial Parkway and Santa Barbara Boulevard intersection. Figures 3-5 and 3-6 illustrate the opening year (2015) and design year (2035) traffic volumes during AM and PM peak hours for Alternative 2.

3.4 FUTURE OPERATIONAL ANALYSES

The future operational analyses included an evaluation of all signalized intersections and corresponding roadway segments located in the study area for all alternatives. The analyses were conducted using the latest version of CORSIM for the intersection and segment analyses.


Figure 3-1 3-4


Figure 3-2 3-5


Figure 3-3 3-6


Figure 3-4 3-7


Figure 3-5 3-8


Figure 3-6 3-9


3-10

The following input data was used to complete the analyses for the AM and PM peak hour future intersection and roadway segment analyses:

Future opening year (2015) and design year (2035) AM and PM peak hour turning movement volumes displayed in Figures 3-1 to 3-6

Existing DHT, which are carried forward for the future year analyses

Signal characteristics

Overpass traffic diversions from the model

The following sections summarize the results of the future operational analysis of each alternative respectively.

3.4.1 NO-BUILD ALTERNATIVE

The No-Build Alternative considers the existing roadway conditions without any additional improvements. The opening year (2015) and design year (2035) AM and PM peak hour CORSIM networks were developed by modifying the existing AM and PM peak hour CORSIM networks. The peak hour turning movement volumes shown in Figures 3-1 and 3-2 were used in CORSIM to develop future networks. The cycle lengths of the signalized intersections were assumed to be the same; however, the signal phase splits were optimized for each analysis hour. The resultant CORSIM network was simulated ten times with randomly generated seed numbers for one hour during AM and PM peak period. The results of the ten simulations were averaged. The level of service (LOS) for intersections was determined by comparing the average control delay information obtained from CORSIM simulation outputs to Table 16-2 of the Highway Capacity Manual. Tables 3-2 and 3-3 summarize the results of opening year (2015) and design year (2035) operational analyses. Figures 3-7 and 3-8 illustrate the opening year (2015) and design year (2035) LOS for AM and PM peak hour conditions. The results of the CORSIM intersection operational analyses are provided in Appendix H. For comparison purposes, the overall network performance parameters from the CORSIM simulation results are provided in Section 3.5.

Based on results from the CORSIM simulation, the northbound and southbound Santa Barbara Boulevard approaches fail to perform at acceptable LOS standards during 2015 traffic conditions. Almost all approaches to intersections within the study area fail during 2035 No-Build conditions. It was also observed that the vehicles backup along Veterans Memorial Parkway extended beyond the coded network during 2035 No-Build conditions. The signals at Skyline Boulevard and Country Club Boulevard intersections acted as bottlenecks along Veterans Memorial Parkway.


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Table 3-2 No-Build Alternative – Summary of 2015 Operational Analysis



LOS Delay




Eastbound 124.3 F 48.2 D Westbound 58.0 E 44.8 D Northbound 46.9 D 59.1 E Southbound 64.7 E 71.2 E

Overall Intersection 78.6 E 50.8 D



Eastbound 48.8 D 45.8 D Westbound 40.1 D 42.9 D Northbound 219.5 F 97.0 F Southbound 156.9 F 76.9 E

Overall Intersection 91.4 F 58.1 E



Eastbound 38.8 D 30.7 C Westbound 32.9 C 35.5 D Northbound 112.4 F 114.9 F Southbound 57.6 E 195.7 F

Overall Intersection 49.4 D 67.7 E

Table 3-3 No-Build Alternative – Summary of 2035 Operational Analysis



LOS Delay




Eastbound 118.8 F 115.0 F Westbound 145.8 F 144.9 F Northbound 60.4 E 198.6 F Southbound 92.7 F 63.4 E

Overall Intersection 113.5 F 133.1 F



Eastbound 45.5 D 159.0 F Westbound 59.0 E 61.1 E Northbound 266.3 F 211.8 F Southbound 267.6 F 420.6 F

Overall Intersection 117.4 F 167.7 F



Eastbound 40.1 D 33.3 C Westbound 37.2 D 98.6 F Northbound 283.0 F 350.7 F Southbound 85.1 F 288.0 F

Overall Intersection 79.4 E 135.0 F


Figure 3-7 3-12


Figure 3-8 3-13


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3.4.2 ALTERNATIVE 1 - BUILD ALTERNATIVE WITH NO-TOLLS

The calibrated existing CORSIM networks were modified to include four lane overpasses along Veterans Memorial Parkway at all of the intersections within the study area. The networks were updated to reflect the improvements included in the Lee-Collier County 2030 Cost Feasible Model networks. Veterans Memorial Parkway west of Skyline Boulevard was also assumed to be widened from a four-lane to a six-lane facility as proposed in the Lee-Collier County 2030 Cost Feasible Model. The resultant lane configuration for Alternative 1 is illustrated in Figure 3-9. The peak hour turning movement volumes shown in Figures 3-3 and 3-4 were used in CORSIM to develop future peak hour networks. Since the majority of traffic along Veterans Memorial Parkway was diverted to access the overpass, it was assumed that the cycle lengths for the signalized intersections will be reduced. The reduced signal cycle lengths are consistent with existing cycle lengths at the Veterans Memorial Parkway and Del Prado intersection. The phase splits were also adjusted to provide optimal performance for the 2015/2035 traffic conditions.

Similar to existing CORSIM analysis, the resultant future CORSIM networks were simulated ten times with randomly generated seed number for one hour and the results were averaged. The results of the CORSIM analysis of opening year (2015) and design year (2035) traffic conditions are provided in Appendix I. The opening year (2015) and design year (2035) delay and LOS information for intersections along Veterans Memorial Parkway at Skyline Boulevard, Santa Barbara Boulevard and Country Club Boulevard are shown in Figures 3-10 and 3-11, and tabulated in Table 3-4 and Table 3-5 respectively. For comparison purposes, the overall network performance parameters from the CORSIM simulation results are provided in Section 3.5.

The proposed overpasses at intersections along the Veterans Memorial Parkway allowed majority of through traffic along Veterans Memorial Parkway to cross the intersections using the overpasses. The reduction in traffic volumes at the intersection below the overpass, and optimization of signal timings provided adequate green time for turn lanes along Veterans Memorial Parkway and for the intersecting cross street approaches. As seen in Tables 3-4 and 3-5, all of the intersections operated at LOS D or better during AM and PM peak conditions under both opening year (2015) and design year (2035) traffic conditions. As illustrated in Figures 3-10 and 3-11, the overpasses along Veterans Memorial Parkway also operated at an acceptable LOS.


Figure 3-9 3-15

Veterans Memorial Parkway and Santa Barbara Boulevard Overpass Study Final Report Figure 3-10

3-16


3-17


3-18

Table 3-4 Alternative 1 – Summary of 2015 Operational Analysis



LOS Delay




Eastbound 43.6 D 56.1 E Westbound 39.9 D 46.7 D Northbound 25.3 C 31.3 C Southbound 34.3 C 46.6 D

Overall Intersection 33.4 C 43.3 D



Eastbound 38.7 D 42.6 D Westbound 39.8 D 46.9 D Northbound 32.6 C 41.8 D Southbound 34.6 C 43.3 D




Eastbound 36.0 D 47.4 D Westbound 30.7 C 37.3 D Northbound 35.7 D 43.1 D Southbound 33.9 C 45.0 D





LOS Delay




Eastbound 46.7 D 53.7 D Westbound 40.8 D 46.8 D Northbound 26.8 C 27.9 C Southbound 32.7 C 37.6 D




Eastbound 36.7 D 39.9 D Westbound 40.4 D 45.4 D Northbound 37.8 D 45.0 D Southbound 37.3 D 46.5 D







3-19

3.4.3 ALTERNATIVE 2 - BUILD ALTERNATIVE WITH TOLLS

The CORSIM networks developed for Alternative 1 – Build Alternative with No-Tolls, was modified to reflect traffic diversions recommended by the tolls feasibility analysis for this overpass. The opening year (2015) CORSIM network was developed using adjusted No-Build opening year (2015) peak hour volumes that considered shifting 60 percent of the through traffic to access the overpass at Veterans Memorial Parkway and Santa Barbara Boulevard intersection. The design year (2035) AM and PM peak hour CORSIM network were developed using adjusted 2035 No-Build volumes that considered shifting 65 percent of the through traffic to access the overpass at Veterans Memorial Parkway and Santa Barbara Boulevard intersection. The cycle lengths and phasing plan were kept consistent with Alternative 1; however, the signal phase splits were optimized to accommodate the additional through traffic along the Veterans Memorial Parkway frontage segments.

Alternative 1 assumes only one through lane along the Veterans Memorial Parkway frontage road at its intersection with Santa Barbara Boulevard. With the same single through lane considered under Alternative 2, this intersection failed to operate at an acceptable LOS during design year (2035) traffic conditions. Therefore, an additional through lane was added along eastbound and westbound frontage road approaches of Veterans Memorial Parkway at Santa Barbara Boulevard intersection to accommodate the 35-40 percent of the through traffic along Veterans Memorial Parkway. The additional through lane along the westbound frontage road was merged to form a single lane downstream of the intersection. The additional through lane along the eastbound frontage road was dropped at the adjacent downstream unsignalized intersection. The resultant lane configuration for Alternative 2 is illustrated in Figure 3-12.

The results of the CORSIM operational analyses for Alternative 2 under opening year (2015) and design year (2035) traffic conditions are provided in Appendix J. The opening year (2015) and design year (2035) delay and LOS information for intersections along the Veterans Memorial Parkway at Skyline Boulevard, Santa Barbara Boulevard and Country Club Boulevard are shown in Table 3-6 and Table 3-7 respectively. Figures 3-13 and 3-14 illustrate the results of the operational analysis for opening year (2015) and design year (2035) traffic conditions. For comparison purposes, the overall network performance parameters from the CORSIM simulation results are provided in Section 3.5.

Based on the simulation outputs for Alternative 2, the intersections yielded LOS D or better operating conditions for opening year (2015) and design year (2035) traffic conditions and were comparable to the results of Alternative 1. Since tolling was assumed for the overpass at the Veterans Memorial Parkway and Santa Barbara Boulevard intersection only, this intersection experienced higher intersection delay when compared to Alternative 1 which does not consider any tolls. Similar to Alternative 1, the overpasses along Veterans Memorial Parkway also operated at an acceptable LOS as illustrated in Figures 3-13 and 3-14.


3-20


3-21




LOS Delay




Eastbound 43.4 D 56.7 E Westbound 39.6 D 44.7 D Northbound 24.7 C 31.0 C Southbound 34.1 C 47.1 D













LOS Delay




Eastbound 47.0 D 53.4 D Westbound 41.3 D 45.6 D Northbound 27.1 C 28.3 C Southbound 33.3 C 37.8 D











3-22


3-23


3-24

3.5 OVERALL NETWORK PERFORMANCE

The future operational analysis involved analyzing future alternatives during AM and PM peak hour periods for opening year (2015) and design year (2035). This section summarizes the overall network parameters of all the future networks. The overall network parameters help determine the overall efficiency of the alternative and assist in choosing the most viable alternative by comparison. The definitions for the parameters are as explained in Section 2.0. Table 3-8 shows the overall network demand volumes and the overall network processed volumes for each alternative. Table 3-9 provides a comparison between CORSIM network parameters output for opening year (2015) and design year (2035) traffic conditions.

Table 3-8 Future Overall Network Demand and Processed Volumes

Alternative Peak

Overall Network Demand Volumes

Average Overall Network

Processed Volumes

Percent Vehicles

Processed Not

Processed

2015 No-Build

AM 12,301 11,597 94.28% 5.72% PM 12,316 12,257 99.52% 0.48%

2015 Alternative 1

AM 12,301 12,346 100.37% -0.37% PM 12,316 12,329 100.10% -0.10%

2015 Alternative 2

AM 12,301 12,353 100.42% -0.42% PM 12,316 12,344 100.23% -0.23%

2035 No-Build

AM 14,949 12,820 85.76% 14.24% PM 15,124 12,976 85.80% 14.20%

2035 Alternative 1

AM 14,949 15,006 100.38% -0.38% PM 15,124 15,139 100.10% -0.10%

2035 Alternative 2

AM 14,949 15,006 100.38% -0.38% PM 15,124 15,156 100.21% -0.21%

By comparing demand volumes and processed volumes between alternatives, it is evident that the No-Build Alternative has the lowest percentage of processed vehicles and the highest percent of vehicles queued in the network waiting to be processed. Both Alternative 1 and Alternative 2 have all of the vehicle demand processed within the simulated one hour peak periods. A similar pattern is seen when comparing other network parameters shown in Table 3-9.


3-25

Table 3-9 Future Average Network Parameters

Alternative Peak Hour

Total Vehicle-

Miles

Duration (Vehicle - Hours) Speed (Mph)

Time (Min/Mile)

Move Delay Total Move/Total

Delay Total

2015 No-Build

AM 22,618 473 679 1,152 0.41 20 1.80 3.06 PM 24,272 509 482 991 0.51 25 1.19 2.45

2015 Alternative 1

AM 24,108 496 174 669 0.74 36 0.43 1.67 PM 24,158 496 200 697 0.71 35 0.50 1.73

2015 Alternative 2

AM 24,111 496 197 693 0.72 35 0.49 1.73 PM 24,245 498 226 724 0.69 33 0.56 1.79

2035 No-Build

AM 24,733 517 1,130 1,648 0.32 15 2.74 4.00 PM 25,271 530 1,656 2,187 0.24 12 3.94 5.19

2035 Alternative 1

AM 29,501 607 227 834 0.73 35 0.46 1.70 PM 29,785 612 262 875 0.70 34 0.53 1.76

2035 Alternative 2

AM 29,503 607 259 866 0.70 34 0.53 1.76 PM 29,718 611 296 907 0.67 33 0.60 1.83


4-1

Section 4.0 SUMMARY

The purpose of this study was to evaluate existing conditions (2010), analyze opening year (2015) and design year (2035) future traffic operations in conjunction with the proposed overpass along Veterans Memorial Parkway. The intersection of Veterans Memorial Parkway and Santa Barbara Boulevard is signalized and is located in the City of Cape Coral, Florida. The 2030 Lee Plan proposes overpasses along Veterans Memorial Parkway at the Skyline Boulevard, Santa Barbara Boulevard and Country Club Boulevard intersections.

The study area includes the three intersections mentioned above and the roadway segments between the intersections. The existing traffic operational analyses were performed using calibrated simulation networks created using the CORSIM traffic simulation tool. The CORSIM network was calibrated based on turning movement volumes, travel time surveys, and queues obtained during field observation. Based on the results of the CORSIM simulation, the eastbound and northbound approaches to the Veterans Memorial Parkway and Santa Barbara Boulevard intersection, failed to operate at an acceptable level of service (LOS) during at least one peak period. All other roadway segments and intersections along the Veterans Memorial Parkway operate at the LOS standard or better during AM and PM peak hours.

The future traffic analysis included analysis of No-Build Alternative, and Build Alternatives that consider overpasses along Veterans Memorial Parkway. The Build Alternatives included the following toll scenarios for the overpass at Santa Barbara Boulevard.

Alternative 1 – Build Alternative with No-Toll Alternative 2 – Build Alternative with Toll

Alternative 2 – Build Alternative with Toll required an additional through lane along the eastbound and westbound frontage road approaches of Veterans Memorial Parkway at Santa Barbara Boulevard to accommodate vehicles preferring to bypass the toll.

Future traffic volumes were developed for opening year (2015) and design year (2035) No-Build traffic conditions. The No-Build traffic volumes were adjusted based on traffic diversions projected by the Lee-Collier County 2030 Cost Feasible Model for Alternative 1. For Alternative 2 the diversions were based on the Toll Feasibility analysis performed for this project. The No-Build Alternative failed to operate at an acceptable LOS standard during 2015 traffic conditions for the northbound and southbound Santa Barbara Boulevard approaches. Almost all approaches to intersections in the study area failed during the 2035 No-Build conditions.


4-2

Based on the simulations outputs for Alternative 1 and Alternative 2, under both alternatives, the intersections yielded LOS D or better operating conditions for opening year (2015) and design year (2035) traffic conditions. Under Alternative 2, the overpass at the Veterans Memorial Parkway and Santa Barbara Boulevard intersection was assumed to be tolled; therefore, this intersection experienced higher intersection delay when compared to Alternative 1 that does not consider any tolls. The overpasses along Veterans Memorial Parkway also operated at an acceptable LOS for both Build Alternatives.

From a traffic perspective, the No-Build Alternative fails to accommodate future traffic conditions. Both Alternative 1 - Build Alternative with No-Toll and Alternative 2 - Build Alternative with Toll are viable alternatives that meet and exceed the acceptable LOS standards.


5-1

Section 5.0 REFERENCES

1. Lee-Collier County 2030 Long Range Transportation Plan; Lee County Metropolitan Planning Organization; Fort Myers, Florida; December 2005.

2. 2009 Florida Traffic Information DVD; Florida Department of Transportation; Tallahassee, Florida; 2009.

3. 2009 Traffic Count Report; Lee County Department of Transportation; Lee County, Florida; February 2009.

4. The Lee Plan 2009 Codification (As amended through May 2009); Lee County Department of Community Development; Fort Myers, Florida; 2009.

5. Traffic Software Integrated System (Version 6.1) CORSIM; ITT Industries, Inc.; Colorado Springs, Colorado; 2003.

6. Highway Capacity Manual; Transportation Research Board, National Research Council; Washington, CD; 2000.

7. Project Traffic Forecasting Handbook; Florida Department of Transportation; Tallahassee, Florida; October 2002.

8. FDOT TURNS5A; Florida Department of Transportation; Tallahassee, Florida.

APPENDICES

Appendix A: Raw Turning Movement Counts

Appendix B: 2009 AADT Volumes

Appendix C: Peak Hour Volume Calculations

Appendix D: Signal Operating Plans, Design Hour Truck Factors and Field Observations

Appendix E: Existing CORSIM Results and HCM Equivalency Tables

Appendix F: Growth Rate Traffic Memorandum

Appendix G: FDOT TURNS5A Outputs

Appendix H: No-Build CORSIM Results

Appendix I: Alternative 1 CORSIM Results

Appendix J: Alternative 2 CORSIM Results

APPENDIX A RAW TURNING MOVEMENT COUNTS

TMC201.VOL******************************************************************************* TURN COUNT SUMMARY REPORT(C) - VERSION 1.0 ** HI-STAR(R) TURN COUNT APPROACH VOLUME DATA FOR TMC ******************************************************************************* DATE: 10/18/07 * START TIME - 0200 * END TIME - 200 LOCATION : Veterans @ Skyline * FILE - TMC201.VOL ****************************************************************************** COMMENTS: EBR AND WBR WAS NOT INCLUDED BECAUSE HISTAR QUIT BECAUSE LOW BATTERY ****************************************************************************** END TIMES - PEAK HOUR VOLUMES * 1800 - 4788 VPH * 1700 - 4158 VPH * 1900 - 4068 VPH * 0800 - 4016 VPH * 1600 - 3753 VPH * 1500 - 3739 VPH * 0900 - 3718 VPH * 1400 - 3392 VPH****************************************************************************** TIME NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR 200 0 4 7 1 3 0 0 6 0 4 11 0 215 1 3 2 1 11 0 2 4 0 5 13 0 230 1 0 4 1 2 0 0 6 0 4 3 0 245 0 4 1 0 2 0 0 9 0 4 8 0 300 0 1 4 3 1 0 0 2 0 2 2 0 315 1 1 0 2 0 0 0 6 0 12 7 0 330 1 2 3 5 2 0 1 11 0 3 2 0 345 0 15 3 0 1 1 0 10 0 6 4 0 400 0 4 1 3 0 1 0 11 0 1 3 0 415 1 4 6 1 0 0 1 21 0 1 12 0 430 3 12 9 12 2 1 3 34 0 3 5 0 445 1 3 11 5 2 0 1 25 0 5 10 0 500 3 7 13 11 3 0 1 43 0 0 13 0 515 3 9 12 11 8 0 2 65 0 4 22 0 530 3 27 25 26 10 1 0 79 0 4 27 0 545 4 31 35 20 24 3 1 125 0 39 29 0 600 9 29 59 42 20 2 3 214 0 37 44 0 615 13 43 76 51 24 3 74 238 0 12 69 0 630 15 86 97 111 30 8 21 371 0 19 146 0 645 20 92 125 136 71 16 86 354 0 38 171 0 700 13 136 93 73 55 1 41 306 0 65 136 0 715 27 100 82 133 58 11 68 343 0 65 125 0 730 24 149 110 97 71 13 94 277 0 67 140 0 745 14 85 96 71 77 20 95 328 0 74 183 0 800 25 71 94 80 175 22 15 327 0 163 142 0 815 18 60 66 75 61 10 96 316 0 47 138 0 830 19 85 90 80 61 9 19 262 0 56 154 0 845 25 66 85 63 70 10 26 284 0 52 201 0 900 23 157 78 135 81 17 12 272 0 52 124 0 915 24 93 76 79 60 7 62 208 0 51 141 0 930 15 103 61 77 57 5 80 262 0 42 136 0 945 33 73 84 94 68 7 39 188 0 55 147 0 1000 20 50 78 69 46 11 29 190 0 55 143 0 1015 36 81 85 24 44 6 70 179 0 54 134 0 1030 23 40 72 32 43 10 16 192 0 87 149 0 1045 18 55 58 82 40 6 44 181 0 88 145 0 1100 27 44 91 56 95 6 6 213 0 100 142 0 1115 18 56 70 53 47 6 38 163 0 153 175 0 1130 37 44 65 35 43 1 12 206 0 123 170 0 1145 17 59 69 117 56 7 16 154 0 110 147 0 1200 27 47 68 28 52 7 61 193 0 83 175 0 1215 23 51 68 12 35 7 8 172 0 63 171 0 1230 15 54 57 47 108 9 48 183 0 43 157 0 1245 29 51 58 57 58 10 32 153 0 79 180 0 1300 29 52 66 54 79 8 8 186 0 121 184 0 1315 28 55 62 31 61 14 68 162 0 92 176 0 1330 28 46 77 99 113 12 103 199 0 96 192 0

Page 1

TMC201.VOL 1345 27 54 63 94 122 13 16 183 0 99 220 0 1400 44 88 75 72 123 10 77 198 0 59 196 0 1415 34 60 71 60 91 23 14 207 0 156 246 0 1430 37 91 82 36 65 19 7 218 0 127 234 0 1445 26 84 69 87 117 11 61 192 0 64 208 0 1500 23 81 57 35 63 7 30 190 0 78 283 0 1515 44 76 73 27 63 14 40 199 0 117 282 0 1530 20 72 71 76 76 21 21 218 0 182 298 0 1545 51 80 65 24 61 8 26 201 0 74 326 0 1600 29 72 53 48 71 12 30 251 0 64 284 0 1615 35 70 69 30 74 12 66 202 0 165 323 0 1630 30 75 72 62 109 13 100 193 0 96 308 0 1645 34 74 51 35 90 20 117 216 0 139 364 0 1700 38 74 86 35 83 14 169 200 0 163 360 0 1715 28 96 74 49 111 15 16 226 0 179 392 0 1730 46 82 60 37 88 11 29 205 0 108 357 0 1745 31 69 64 49 99 9 144 227 0 270 395 0 1800 42 77 80 25 75 14 20 189 0 184 411 0 1815 64 107 74 116 113 6 11 183 0 210 301 0 1830 27 60 71 33 101 13 12 140 0 118 252 0 1845 23 67 69 34 74 9 33 139 0 231 260 0 1900 24 73 74 24 46 10 22 135 0 75 236 0 1915 19 84 52 23 106 14 76 155 0 77 194 0 1930 25 60 78 29 80 11 11 180 0 168 254 0 1945 16 53 36 57 47 15 60 151 0 146 222 0 2000 19 38 37 31 71 8 16 128 0 97 171 0 2015 25 43 37 12 59 3 8 87 0 59 203 0 2030 19 36 38 18 50 8 7 114 0 76 208 0 2045 12 41 21 17 58 5 16 124 0 67 175 0 2100 16 61 27 89 41 4 5 135 0 65 150 0 2115 12 35 29 16 79 6 11 80 0 167 165 0 2130 1 26 19 11 48 7 8 72 0 87 150 0 2145 10 22 17 17 38 1 3 55 0 69 120 0 2200 9 33 18 15 35 6 8 50 0 60 107 0 2215 6 22 19 16 27 0 51 67 0 80 112 0 2230 6 44 11 11 50 3 0 49 0 53 111 0 2245 3 15 10 9 14 5 6 41 0 67 66 0 2300 4 18 19 58 24 2 0 40 0 26 73 0 2315 6 9 15 4 22 2 22 23 0 18 50 0 2330 4 6 9 4 23 4 5 23 0 16 54 0 2345 3 33 7 8 12 0 0 21 0 20 39 0 2400 1 30 4 62 6 3 1 21 0 17 46 0 2415 4 9 10 1 26 1 0 13 0 41 35 0 2430 6 9 9 0 10 1 4 14 0 16 14 0 2445 1 10 7 3 4 1 2 11 0 7 15 0 100 0 4 3 7 14 1 3 6 0 9 20 0 115 1 6 3 6 4 1 0 4 0 8 20 0 130 0 4 2 4 2 0 0 7 0 9 15 0 145 0 3 2 6 1 0 0 5 0 3 19 0 ****************************************************************************** END OF DATA

Page 2

TMC205.VOL******************************************************************************* TURN COUNT SUMMARY REPORT(C) - VERSION 1.0 ** HI-STAR(R) TURN COUNT APPROACH VOLUME DATA FOR TMC ******************************************************************************* DATE: 02/04/09 * START TIME - 1100 * END TIME - 1100 LOCATION : Veterans at Santa Barbar * FILE - TMC205.VOL ****************************************************************************** COMMENTS: ****************************************************************************** END TIMES - PEAK HOUR VOLUMES * 1800 - 5970 VPH * 1700 - 5696 VPH * 1600 - 5145 VPH * 0800 - 5045 VPH * 1500 - 4983 VPH * 1900 - 4788 VPH * 1400 - 4419 VPH * 0900 - 4351 VPH****************************************************************************** TIME NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WR1 1100 20 80 69 104 99 36 53 233 24 43 180 44 1115 21 103 55 85 98 22 75 178 23 55 139 41 1130 25 84 64 81 82 33 52 229 20 38 168 46 1145 29 120 64 164 124 26 74 186 23 78 144 47 1200 34 110 74 115 105 39 77 200 38 73 178 58 1215 31 113 60 100 113 44 79 194 19 76 174 38 1230 36 72 80 102 110 31 60 218 22 57 216 45 1245 31 112 67 176 129 48 73 200 19 69 151 38 1300 30 101 65 100 90 26 67 224 24 56 180 36 1315 26 114 61 108 127 31 66 184 19 67 173 46 1330 35 106 86 132 114 40 55 244 25 60 197 65 1345 34 123 61 135 181 48 84 225 21 87 198 42 1400 40 110 72 145 136 38 90 247 26 87 238 63 1415 46 126 101 125 131 46 74 167 35 82 211 50 1430 28 133 69 135 130 48 85 271 21 79 214 36 1445 31 107 75 160 145 44 59 222 21 100 233 51 1500 45 128 61 126 113 42 61 194 33 97 249 46 1515 42 131 62 105 135 39 64 243 23 89 261 52 1530 38 141 100 119 134 46 84 254 23 105 290 74 1545 41 133 70 134 114 43 50 218 25 100 288 80 1600 30 102 63 123 145 34 72 212 36 98 334 61 1615 47 112 75 152 131 26 124 237 25 142 323 80 1630 59 125 65 119 155 37 70 186 22 137 352 111 1645 82 136 65 102 158 46 69 205 23 146 378 64 1700 89 124 63 114 146 43 53 202 29 142 400 74 1715 51 132 63 100 127 32 61 226 37 162 417 85 1730 35 125 78 105 160 48 75 236 33 155 411 101 1745 35 136 70 115 112 41 75 191 23 135 403 100 1800 30 122 87 119 130 43 68 192 25 108 336 61 1815 32 114 74 112 115 45 65 190 26 120 319 58 1830 39 120 50 116 138 34 47 159 18 92 261 64 1845 26 97 72 101 106 23 58 172 20 79 252 53 1900 24 95 32 78 73 39 50 114 23 97 208 52 1915 16 81 31 91 110 48 30 97 16 84 199 38 1930 28 59 32 75 97 28 26 90 15 85 187 43 1945 18 85 50 56 97 29 24 91 15 64 178 41 2000 14 53 30 59 79 27 28 66 10 63 145 34 2015 12 69 23 67 87 24 26 88 10 55 148 44 2030 19 40 20 52 79 17 28 94 13 58 147 36 2045 18 54 19 71 81 25 25 88 7 70 148 35 2100 22 44 23 41 74 28 22 72 6 45 123 28 2115 22 48 16 47 107 21 16 66 9 57 141 28 2130 20 45 24 41 45 18 16 65 10 41 120 22 2145 9 34 23 34 49 12 11 47 6 57 114 21 2200 12 39 22 20 52 12 11 54 6 48 97 22 2215 2 30 16 22 42 9 9 35 8 38 90 17 2230 14 29 14 16 19 10 13 42 4 32 81 12

Page 1

TMC205.VOL 2245 2 25 15 21 55 9 8 20 9 24 62 16 2300 4 22 10 20 19 9 2 28 1 28 65 15 2315 5 18 0 8 20 6 5 24 2 18 41 13 2330 2 15 5 13 24 2 6 17 3 15 40 4 2345 4 8 4 12 7 4 5 19 2 9 33 11 2400 2 7 6 11 15 3 1 12 1 12 27 4 2415 3 7 1 5 7 3 2 6 4 9 25 2 2430 2 6 3 3 6 5 4 10 2 4 30 4 2445 3 13 7 3 12 2 0 8 1 8 22 5 100 3 9 4 6 9 1 0 8 0 8 20 0 115 2 5 3 4 3 1 1 7 0 7 18 0 130 1 4 2 3 5 2 0 4 1 3 10 1 145 0 1 3 6 4 1 0 6 2 4 4 2 200 2 6 4 5 11 0 2 3 0 2 15 6 215 1 3 5 3 2 5 2 6 1 5 17 4 230 0 2 3 4 3 3 3 9 0 5 6 3 245 0 3 1 4 5 4 0 16 1 6 6 1 300 2 6 3 5 2 0 2 8 0 5 10 0 315 0 2 4 4 4 1 3 14 2 4 10 2 330 1 2 6 3 4 3 2 15 1 4 3 1 345 0 6 6 11 5 1 1 17 3 6 6 1 400 0 5 5 10 2 1 0 22 1 1 3 2 415 1 4 11 11 3 1 9 33 0 1 4 0 430 3 5 13 26 5 0 2 49 3 1 4 1 445 2 7 12 11 7 1 8 39 3 3 16 1 500 4 6 10 22 12 0 4 35 4 2 11 2 515 4 18 18 27 16 2 7 66 5 3 17 1 530 3 20 28 45 21 6 7 119 3 4 23 1 545 3 19 38 92 10 7 10 122 12 5 23 5 600 3 29 49 65 20 9 15 175 12 16 30 7 615 19 38 86 98 54 12 18 227 20 13 43 10 630 22 87 99 114 68 25 42 276 23 38 90 17 645 61 117 109 124 75 19 86 356 33 28 130 34 700 72 88 113 173 99 15 64 384 41 36 116 25 715 17 74 153 159 117 19 35 437 41 59 123 29 730 60 102 193 121 119 20 37 449 40 49 128 25 745 29 107 147 128 95 21 70 361 42 43 141 29 800 28 103 113 138 95 24 63 385 44 35 124 31 815 13 65 92 103 92 17 56 321 26 47 140 25 830 18 69 106 115 100 25 43 342 40 48 141 34 845 18 77 101 168 95 32 56 289 28 43 144 39 900 21 75 93 91 61 36 55 279 26 32 125 24 915 18 100 56 152 94 32 59 247 35 42 134 32 930 83 64 88 128 98 26 52 281 26 47 156 27 945 15 96 66 122 100 25 74 240 25 50 123 38 1000 23 59 71 98 80 22 37 220 16 38 114 38 1015 24 76 87 100 80 23 63 210 13 49 162 28 1030 24 81 73 91 101 29 60 205 20 53 152 32 1045 17 94 53 166 82 31 71 227 22 52 151 31 ****************************************************************************** END OF DATA

Page 2

APPENDIX B 2009 AADT VOLUMES

FLORIDA DEPARTMENT OF TRANSPORTATION 2009 Annual Average Daily Traffic Report - Report Type: COUNTY

County: 12 LEE

Site AADT "K" Demand "D" Demand "Site Type Description Direction 1 Direction 2 Two-Way Fctr K100 Fctr D100 F==== ==== ================================================ =========== =========== ======= ===== ===== ===== ===== =2050 VETERANS BLVD, E OF SANTA BARBARA BLVD TTMS 60 E 27500E W 26500E 54000 F 10.14F 9.47 57.25F 52.00

2055 SANTA BARBARA BLVD, S OF SW 28TH ST & VETERANS P N 11000E S 11000E 22000 F 10.14F 9.47 57.25F 52.00

3043 COUNTRY CLUB BLVD, S OF VETERANS BLVD CC N 7100E S 7000E 14100 F 10.14F 9.47 57.25F 52.00

4513 VETERANS BLVD, E OF COUNTRY CLUB BLVD LC 513 E 27000E W 26500E 53500 F 10.14F 9.47 57.25F 52.00

4522 MIRACLE PKWY/VETERANS PKWY, E OF SKYLINE BLVD E 19500E W 19500E 39000 F 10.14F 9.47 57.25F 52.00

6050 T VETERAN'S PKWY, W OF ACADEMY BLVD, PTMS 2050, LC E 23972 W 23292 47264 C 9.79P 9.36 68.04P 55.29

6054 T SANTA BARBARA BLVD, AT SW 22 TERRACE, PTMS 2054, N 10939 S 11154 22093 C 9.66P 9.23 50.97P 59.18

6055 T SANTA BARBARA BLVD, S OF SW 28TH ST & VETERANS P N 0 S 0 25092 C 9.56P 9.18 55.11P 59.18

Site Type : P= Portable; T= Telemetered AADT Flags : C= Computed; E= Manual Est; F= First Year Est; S= Second Year Est; T= Third Year Est; X= Unknown"K/D" Flags : A= Actual; F= Volume Fctr Catg; D= Dist/Func. Class; P= Prior Year; S= State-wide Default; W= One-Way Road "T" Flags : A= Actual; F= Axle Fctr Catg; D= Dist/Func. Class; P= Prior Year; S= State-wide Default; X= Cross-Reference

16-Mar-2010 17:33:01 Page 1 of 1 622UPD [1,0,0,2] 1_12_CAADT.txt

PERIODIC COUNT STATION DATA

STREET LOCATION

Sta-tion

#

MAP 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 PC

S Area

Daily Traffic Volume (AADT)

US 41 (SR 45) N OF BOY SCOUT DR 430 B 39600 39900 42000 42200 45900 44100 45700 42700 38400 36200 9 3N OF N AIRPORT RD 427 B 44200 43800 43900 44800 52900 45000 50500 49600 43500 38100 9 3N OF COLONIAL BLVD 432 B 48600 44600 51000 48200 49200 50300 52000 51600 46800 35500 9 3N OF WINKLER AVE 429 B 41900 43700 45300 44500 48200 38500 50600 53000 52100 42000 9 3N OF HANSON ST 428 B 40700 45700 43900 43800 47400 45600 46600 46400 43200 40400 9 3N OF NORTH KEY DR 1 C 39700 41700 43500 45600 49900 52100 51900 U/C 42600 41800 2N OF HANCOCK BR. PWY 421 C 28500 29500 29700 31600 31600 34400 39500 32700 29900 32700 1 2N OF PONDELLA RD 431 C 21000 23800 25000 25900 28900 27800 32100 26300 24900 26800 1 2N OF PINE ISLAND RD 419 C 20000 22500 22900 24300 24700 25700 30800 25100 26100 21600 1 2N OF LITTLETON RD 425 C 15600 17100 17400 18200 20000 20400 23000 18300 17700 15700 1 2S OF CHARLOTTE CO. 449 I 12800 14600 14800 15400 18000 18700 18400 15500 20700 13900 1 2

VANDERBILT RD S OF BONITA BEACH RD 491 H 8500 N/A 7300 9300 9000 9600 7800 6100 5700 5100 23 6

VETERANS PKWY S OF PINE ISLAND RD 527 I 6100 8200 10600 12100 13600 14100 12900 13300 50 1E OF SURFSIDE BLVD 526 I 10800 13800 16400 18500 20100 19500 18700 50 1E OF CHIQUITA BLVD 523 C 9100 12000 15900 19200 23900 25700 27500 29500 28200 26800 50 1E OF SKYLINE BLVD 522 C 15900 19200 23400 26700 32500 35300 40200 40000 36800 38400 50 1E OF SANTA BARBARA BLVD 50 C 31400 33800 40300 44300 48000 50700 53100 49600 47200 46900 1E OF COUNTRY CLUB BLVD 513 C 36800 38700 44800 45900 50800 51400 58200 57400 49800 50800 50 1AT TOLL PLAZA 101 C 37500 37700 41800 44500 47600 49600 50100 48100

VIA COCONUT S OF WILLIAMS RD 454 5100 5600 4500 61 6

WEST TERRY ST E OF US 41 440 H 10800 11100 13300 13300 12000 11400 12200 12200 11600 11500 42 6

WESTGATE BLVD S OF LEE BLVD 470 F 7300 6700 12000 8800 6400 6700 22 5

PERIODIC COUNT STATION DATA

STREET LOCATION

Sta-tion

#

MAP 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 PC

S Area

Daily Traffic Volume (AADT)

SAN CARLOS BLVD E OF US 41 423 H 5200 5600 4900 5000 5500 5300 5100 5000 4500 4400 15 4

SANIBEL /CAPTIVA RD N OF BLIND PASS BRIDGE 319 5700 5600 6000 6500 6500 4600 36 7W OF TARPON BAY RD 383 I 10000 10300 9600 10400 9300 9200 8000 9800 5200 9000 36 7

SANIBEL CAUSEWAY TOLL PLAZA 102 I 16300 15600 15700 U/C

SANIBEL BLVD E OF US 41 467 H 7400 9400 N/A 9200 9700 11000 12000 9500 10000 9300 25 4

SANTA BARBARA BV S OF SW 22 TERR 54 21800 23500 27300 29500 25100 27700 26500 21700S OF SW 28 ST 55 21500 23000 26200 23000 27900 27700 25800

SHELL POINT BLVD N OF MCGREGOR BLVD 385 G 4300 4100 4300 4100 4200 4400 4600 5400 3300 4600 36 7

SENTINELA BLVD E OF MOORE AVE 478 F 100 400 500 600 700 1700 1600 1200 1000 6 5

VERONICA SHOEMAKER BL S OF PALM BEACH BV 605 A 4600 4700 4700 4900 5500 5600 5600 6800 5500 4900 20 3N OF M.L.K. BLVD (SR 82) 606 A 7800 8300 8900 9400 9100 8100 U/C 10100 9000 8100 20 3N OF COLONIAL BLVD 607 B 1100 800 1000 900 1000 1500 2600 6600 6000 5400 20 3

SIX MILE CYPRESS E OF US 41 386 G 30300 33800 33100 35400 36900 35200 33600 31800 29200 29400 46 4PARKWAY E OF METRO PKWY 387 G 17800 19700 20300 23600 25400 26400 23600 25200 22900 21600 46 4

N OF DANIELS PKWY 388 G 11100 13000 14600 15200 19900 19800 19200 20100 16200 17800 18 3N OF WINKLER AVE 18 E 9900 10400 10000 11000 13900 15500 15700 16000 14000 13400 3

APPENDIX C PEAK HOUR VOLUME CALCULATIONS

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR72 88 113 173 99 15 64 384 41 36 116 25 122617 74 153 159 117 19 35 437 41 59 123 29 126360 102 193 121 119 20 37 449 40 49 128 25 134329 107 147 128 95 21 70 361 42 43 141 29 1213

178 371 606 581 430 75 206 1631 164 187 508 108 5045

82 136 65 102 158 46 69 205 23 146 378 64 147489 124 63 114 146 43 53 202 29 142 400 74 147951 132 63 100 127 32 61 226 37 162 417 85 149335 125 78 105 160 48 75 236 33 155 411 101 1562

257 517 269 421 591 169 258 869 122 605 1606 324 6008180 375 612 587 434 76 208 1647 166 189 513 109260 522 272 425 597 171 261 878 123 611 1622 327

PSCF: 1.01

SB NB SB NB1097 692 1193 1110769 WB WB 811 2052 WB WB 2560

109 327

Adjusted PM

0700‐07150715‐07300730‐07450745‐0800

Total

1645‐17001700‐17151715‐17301730‐1745

TotalAdjusted AM

Total

AM PM

Northbound Southbound Eastbound WestboundSanta Barbara Boulevard Santa Barbara Boulevard Veterans Parkway Veterans Parkway

TIME

\\TPAFS01\tf\Projects\OTHER\County\Lee\VeteransSantaBarbara\TMCs\2009 TMCs.xlsx 8/18/2010 9:08 AM

76 434 587 513 723 171 597 425 1622

189 611Veterans Memorial Pkwy Veterans Memorial Pkwy

208 261

1647 180 375 612 878 260 522 272

166 1232021 EB EB 2846 1261 EB EB 1575789 1167 1331 1053SB NB SB NB

Veterans and Santa Barbara: AM Peak Hour 07:00 ‐ 08:00Veterans and Santa Barbara: PM Peak Hour 16:30 ‐ 17:30

Santa Ba

rbara Blvd

Santa Ba

rbara Blvd


NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR27 100 82 133 58 11 68 343 0 65 125 0 101224 149 110 97 71 13 94 277 0 67 140 0 104214 85 96 71 77 20 95 328 0 74 183 0 104325 71 94 80 175 22 15 327 0 163 142 0 111490 405 382 381 381 66 272 1275 0 369 590 0 4211

38 74 86 35 83 14 169 200 0 163 360 0 122228 96 74 49 111 15 16 226 0 179 392 0 118646 82 60 37 88 11 29 205 0 108 357 0 102331 69 64 49 99 9 144 227 0 270 395 0 1357

143 321 284 170 381 49 358 858 0 720 1504 0 478891 409 386 385 385 67 275 1288 0 373 596 0

144 324 287 172 385 49 362 867 0 727 1519 0

PSCF: 1.01


0 10 0 10

TotalNorthbound Southbound Eastbound Westbound

TIME

Skyline Boulevard Skyline Boulevard Veterans Parkway Veterans Parkway

0715‐07300730‐07450745‐0800

Total0800‐0815

1700‐1715

1730‐1745

TotalAdjusted AMAdjusted PM

AM PM

1715‐1730

1745‐1800


67 385 385 596 49 385 172 1519 1415

373 727 627Veterans Memorial Pkwy Veterans Memorial Pkwy

275 362

1251 1288 91 409 386 803 867 144 324 287

37 0 64 01562 EB EB 2058 1228 EB EB 1325758 886 1112 755SB NB SB NB

Veterans and Santa Barbara: AM Peak Hour 07:00 ‐ 08:00Veterans and Santa Barbara: PM Peak Hour 16:30 ‐ 17:30

Skyline Blvd

Skyline Blvd



276 348

240 443 348 705 172 443 276 2200

136 300Veterans Memorial Pkwy Veterans Memorial Pkwy

172 240

2486 76 287 300 1259 188 287 136

188 762846 EB EB 3134 1575 EB EB 1671767 663 819 611SB NB SB NB

611 819 819 611

D30 57.25K 30 10.14AADT 14100

AM

Coun

try Club

Blvd

PM

Coun

try Club

Blvd

836 694 1097 692 1031 735753 979 979 1021 1021 1117

10 109 276

67 385 385 596 76 434 587 723 513 240 443 348 705

373 189 136AM Veterans Parkway

275 208 172

1251 91 409 386 1647 180 375 612 2486 76 287 300

37 166 1881562 2021 2021 2846 2846 3134

795 886 789 1167 767 663

606 696 1193 1110 891 8751609 2052 2052 2560 2560 2848

10 327 348

49 385 172 1415 1519 171 597 425 1622 172 443 276 2200

627 727 611 300PM Veterans Parkway

362 261 240

Veterans Memorial Parkway

Coun

try Club

Blvd

Blvd Santa Ba

rbara Blvd

Santa Ba

rbara Blvd

Coun

try Club

Blvd


Skyline Blvd

Veterans Memorial Pkwy/Santa Barbara Blvd 2010 TMC

803 144 324 287 878 260 522 272 1259 188 287 136

64 123 761228 1261 1261 1575 1575 1671

1076 755 1331 1053 819 611

Skyline B

\\TPAFS01\tf\Projects\OTHER\County\Lee\VeteransSantaBarbara\TMCs\TMC Balancing.xlsx 8/18/2010 10:06 AM

APPENDIX D SIGNAL OPERATING PLANS, DESIGN HOUR TRUCK

FACTORS AND FIELD OBSERVATIONS

VETERANS PKWY (FWR) VETERANS PKWY & COUNTRY CLB (FWR) 6/10/2010 16:25

By-Phase Timing Data-----------------------------------------------------------------

Phase 1 2 3 4 5 6 7 8 9 10 11 12Direction EBL WBT SBL NBT WBL EBT NBL SBT

Minimum Green 7 24 7 12 7 24 7 12 0 0 0 0

Bike Min Green 0 0 0 0 0 0 0 0 0 0 0 0

Cond Serv Min Grn 0 0 0 0 0 0 0 0 0 0 0 0

Walk 0 8 0 9 0 8 0 9 0 0 0 0

Ped Clearance 0 23 0 28 0 23 0 28 0 7 0 7

Veh Extension 2.5 4.0 2.5 2.5 2.5 4.0 2.5 2.5 0.0 0.0 0.0 0.0

Alt Veh Exten 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Max Extension 0 0 0 0 0 0 0 0 0 0 0 0

Max 1 30 50 20 25 30 50 20 25 0 0 0 0

Max 2 25 68 26 22 15 68 20 22 0 0 0 0

Max 3 24 55 10 26 24 55 17 15 0 0 0 0

Det. Fail Max 0 0 0 0 0 0 0 0 0 0 0 0

Yellow Change 4.0 5.0 4.0 4.5 4.0 5.0 4.0 4.5 3.0 3.0 3.0 3.0

Red Clearance 3.0 2.0 2.5 2.5 3.0 2.0 2.5 2.5 0.0 0.0 0.0 0.0

Red Revert 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0

Act. B4 Init 0 0 0 0 0 0 0 0 0 0 0 0

Sec/Actuation 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Max Initial 30 30 30 30 30 30 30 30 30 30 30 30

Time B4 Reduction 0 0 0 0 0 0 0 0 0 0 0 0

Cars Waiting 0 0 0 0 0 0 0 0 0 0 0 0

Time To Reduce 0 0 0 0 0 0 0 0 0 0 0 0

Minimum Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0


Coordination Patterns-----------------------------------------------------------------Pattern 11Cycle Length . . 110 COS . . . . . 111Offset . . . . . 20Vehicle Permissive . . [1] 0 [2] 0Vehicle Perm 2 Displacement 0 Phase Reservice. . NOSplits: Phase 1- 16 2- 47 3- 17 4- 20 Phase 5- 18 6- 45 7- 15 8- 22 Phase 9- 0 10- 0 11- 0 12- 0 Split Sum: 0Split Extension/Ring [1] 0 [2] 0Split Demand Pattern [1] 0 [2] 0XRT Pattern. . . 0 Phase Number: 1 2 3 4 5 6 7 8 9 10 11 12Coord Phases . . . X . . . X . . . . . .Veh Recall . . . . . . . . . . . . . . .Veh Max Recall . . X . . . X . . . . . .Ped Recall . . . . . . . . . . . . . . .Veh Omit . . . . . . . . . . . . . . . .Alt Sequence . . A: . B: . C: . D: . E: . F: . -------------------------------------Pattern 21Cycle Length . . 120 COS . . . . . 211Offset . . . . . 40Vehicle Permissive . . [1] 0 [2] 0Vehicle Perm 2 Displacement 0 Phase Reservice. . NOSplits: Phase 1- 15 2- 50 3- 16 4- 19 Phase 5- 17 6- 48 7- 14 8- 21 Phase 9- 0 10- 0 11- 0 12- 0 Split Sum: 0Split Extension/Ring [1] 0 [2] 0Split Demand Pattern [1] 0 [2] 0XRT Pattern. . . 0 Phase Number: 1 2 3 4 5 6 7 8 9 10 11 12Coord Phases . . . X . . . X . . . . . .Veh Recall . . . . . . . . . . . . . . .Veh Max Recall . . X . . . X . . . . . .Ped Recall . . . . . . . . . . . . . . .Veh Omit . . . . . . . . . . . . . . . .Alt Sequence . . A: . B: . C: . D: . E: . F: . -------------------------------------Pattern 32Cycle Length . . 130 COS . . . . . 322Offset . . . . . 82Vehicle Permissive . . [1] 0 [2] 0Vehicle Perm 2 Displacement 0 Phase Reservice. . NOSplits: Phase 1- 15 2- 48 3- 18 4- 19 Phase 5- 24 6- 39 7- 14 8- 23 Phase 9- 0 10- 0 11- 0 12- 0 Split Sum: 0Split Extension/Ring [1] 0 [2] 0Split Demand Pattern [1] 0 [2] 0XRT Pattern. . . 0 Phase Number: 1 2 3 4 5 6 7 8 9 10 11 12Coord Phases . . . X . . . X . . . . . .Veh Recall . . . . . . . . . . . . . . .Veh Max Recall . . X . . . X . . . . . .Ped Recall . . . . . . . . . . . . . . .Veh Omit . . . . . . . . . . . . . . . .Alt Sequence . . A: . B: . C: . D: . E: . F: . -------------------------------------



VETERANS PKWY (FWR) VETERANS PKWY & SANTA BARBARA (M) 6/10/2010 16:25


Phase 1 2 3 4 5 6 7 8 9 10 11 12Direction EBL WB SBL NB WBL EB NBL SB

Minimum Green 15 25 7 15 15 25 7 15 0 0 0 0

Bike Min Green 0 0 0 0 0 0 0 0 0 0 0 0

Cond Serv Min Grn 0 0 0 0 0 0 0 0 0 0 0 0

Walk 0 7 0 7 0 7 0 7 0 0 0 0

Ped Clearance 0 21 0 26 0 20 0 27 0 7 7 7

Veh Extension 2.5 3.0 2.5 3.5 3.5 3.0 2.5 3.5 0.0 0.0 0.0 0.0

Alt Veh Exten 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Max Extension 0 0 0 0 0 0 0 0 0 0 0 0

Max 1 32 68 35 60 48 58 25 50 0 0 0 0

Max 2 0 0 0 0 0 0 0 0 0 0 0 0

Max 3 0 0 0 0 0 0 0 0 0 0 0 0

Det. Fail Max 0 0 0 0 0 0 0 0 0 0 0 0

Yellow Change 4.0 5.0 4.0 4.5 4.0 5.0 4.0 4.5 3.0 3.0 3.0 3.0

Red Clearance 2.5 2.0 3.5 3.0 2.5 2.0 3.5 3.0 0.0 0.0 0.0 0.0

Red Revert 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0

Act. B4 Init 0 0 0 0 0 0 0 0 0 0 0 0

Sec/Actuation 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Max Initial 30 30 30 30 30 30 30 30 30 30 30 30

Time B4 Reduction 0 0 0 0 0 0 0 0 0 0 0 0

Cars Waiting 0 0 0 0 0 0 0 0 0 0 0 0

Time To Reduce 0 0 0 0 0 0 0 0 0 0 0 0

Minimum Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0






Coordination Patterns-----------------------------------------------------------------Pattern 62Cycle Length . . 180 COS . . . . . 622Offset . . . . . 0Vehicle Permissive . . [1] 0 [2] 0Vehicle Perm 2 Displacement 0 Phase Reservice. . NOSplits: Phase 1- 17 2- 39 3- 21 4- 23 Phase 5- 23 6- 33 7- 12 8- 32 Phase 9- 0 10- 0 11- 0 12- 0 Split Sum: 0Split Extension/Ring [1] 0 [2] 0Split Demand Pattern [1] 0 [2] 0XRT Pattern. . . 0 Phase Number: 1 2 3 4 5 6 7 8 9 10 11 12Coord Phases . . . X . . . X . . . . . .Veh Recall . . . . . . . . . . . . . . .Veh Max Recall . . X . . . X . . . . . .Ped Recall . . . . . . . . . . . . . . .Veh Omit . . . . . . . . . . . . . . . .Alt Sequence . . A: . B: . C: . D: . E: . F: . -------------------------------------

VETERANS PKWY (FWR) VETERANS PKWY & SKYLINE BLVD (FWR) 6/10/2010 16:24


Phase 1 2 3 4 5 6 7 8 9 10 11 12Direction EBL WBT SBL NBT WBL EBT NBL SBT

Minimum Green 7 24 7 12 7 24 7 12 0 0 0 0

Bike Min Green 0 0 0 0 0 0 0 0 0 0 0 0

Cond Serv Min Grn 0 0 0 0 0 0 0 0 0 0 0 0

Walk 0 8 0 8 0 8 0 8 0 0 0 0

Ped Clearance 0 23 0 23 0 23 0 23 0 7 0 7

Veh Extension 2.5 4.0 2.5 3.0 4.0 4.0 2.5 3.0 0.0 0.0 0.0 0.0

Alt Veh Exten 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Max Extension 0 0 0 0 0 0 0 0 0 0 0 0

Max 1 15 60 25 25 40 60 15 25 0 0 0 0

Max 2 0 0 0 0 0 0 0 0 0 0 0 0

Max 3 0 0 0 0 0 0 0 0 0 0 0 0

Det. Fail Max 0 0 0 0 0 0 0 0 0 0 0 0

Yellow Change 4.0 5.0 4.0 4.5 4.0 5.0 4.0 4.5 3.0 3.0 3.0 3.0

Red Clearance 2.5 2.0 2.5 2.0 2.5 2.0 2.5 2.0 0.0 0.0 0.0 0.0

Red Revert 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0

Act. B4 Init 0 0 0 0 0 0 0 0 0 0 0 0

Sec/Actuation 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Max Initial 30 30 30 30 30 30 30 30 30 30 30 30

Time B4 Reduction 0 0 0 0 0 0 0 0 0 0 0 0

Cars Waiting 0 0 0 0 0 0 0 0 0 0 0 0

Time To Reduce 0 0 0 0 0 0 0 0 0 0 0 0

Minimum Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0





Peak: AM PeakDirection: WESTBOUND

Run 1 Run 2 Run 3 Run 4 AverageStandard

Deviation

0.70 Del Prado Boulevard to Country Club Boulevard 120 101 79 100 100.00 16.75 25.20

1.11 Country Club Boulevard to Santa Barbara Boulevard 145 83 120 119 116.75 25.51 34.23

1.06 Santa Barbara Boulevard to Skyline Boulevard 82 127 107 87 100.75 20.56 37.88

0.90 Skyline Boulevard to Chiquita Boulevard 60 71 65 64 65.00 4.55 49.85

3.77 407 382 371 370 382.50 17.21 35.48

Peak: AM PeakDirection: EASTBOUND

Run 1 Run 2 Run 3 Run 4 AverageStandard

Deviation

0.90 Chiquita Boulevard to Skyline Boulevard 96 105 123 117 110.25 12.09 29.39

1.06 Skyline Boulevard to Santa Barbara Boulevard 73 176 123 223 148.75 64.95 25.65

1.11 Santa Barbara Boulevard to Country Club Boulevard 112 100 87 155 113.50 29.49 35.21

0.70 Country Club Boulevard to Del Prado Boulevard 56 60 53 56 56.25 2.87 44.80

3.77 337 441 386 551 428.75 91.91 31.65

Travel Times (Seconds)

Comparison of Travel Times

Average Mean Speed (mph)

Average Mean Speed (mph)Distance (miles) Veterans Memorial Parkway

Distance (miles) Veterans Memorial Parkway

Travel Times (Seconds)

Site Information

Feature 1

Road Name SANTA BARBARA BLVD.

Site 126054

Description SANTA BARBARA BLVD, AT SW 22 TERRACE, PTMS 2054, LCPR 54

Section 12000027

Milepoint 2.1

AADT 22093

Site Type Telemetered

Class Data No

K Factor 9.66

D Factor 50.97

T Factor 3.36

TRAFFIC REPORTS (provided in format)

Lee County Annual Average Daily Traffic

SITE

126054Highest 200 Hours

Historical AADT Data

Hourly Continuous Counts

Print this window. Close this window.

Page 1 of 1FDOT Florida Traffic Online Identify Information

8/18/2010http://www2.dot.state.fl.us/FloridaTrafficOnline/displayAttributeDataAll3.aspx

Site Information

Feature 1

Road Name COUNTRY CLUB BLVD.

Site 123043

Description COUNTRY CLUB BLVD, S OF VETERANS BLVD CC

Section 12000029

Milepoint 1.4

AADT 14100

Site Type Portable

Class Data No

K Factor 10.14

D Factor 57.25

T Factor 2.74



SITE 123043 Historical AADT Data

No Synopsis Report Available




Site Information

Feature 1

Road Name VETERANS PKWY

Site 126050

Description VETERAN'S PKWY, W OF ACADEMY BLVD, PTMS 2050, LCPR 50

Section 12505000

Milepoint 0.054

AADT 47264


Class Data No

K Factor 9.79

D Factor 68.04

T Factor 3.36



SITE







Site Information

Feature 1

Road Name SANTA BARBARA BLVD.

Site 126055

Description SANTA BARBARA BLVD, S OF SW 28TH ST & VETERANS PKWY, PTMS 2055, LCPR 55

Section 12000027

Milepoint 1.342

AADT 25092


Class Data No

K Factor 9.56

D Factor 55.11

T Factor 5.49



SITE







APPENDIX E EXISTING CORSIM RESULTS AND

HCM EQUIVALENCY TABLES

Veterans Memorial Parkway/Santa Barbara Boulevard Intersection ReportExisting AM Peak Hour Intersection Level of Service

Seed # 18,075 Seed # 4,126 Seed # 42 Seed # 5,672 Seed # 695 Seed # 5,907 Seed # 5,088 Seed # 8,784 Seed # 27,797 Seed # 20,943

Delay Delay Delay Delay Delay Delay Delay Delay Delay Delay Delay

Intersection Approach A B Movement (Sec/Veh) (Sec/Veh) (Sec/Veh) (Sec/Veh) (Sec/Veh) (Sec/Veh) (Sec/Veh) (Sec/Veh) (Sec/Veh) (Sec/Veh) (Sec/Veh) LOS

906 910 Left 275 289 88.5 286 93.5 272 94.0 258 82.6 295 114.5 285 93.1 241 74.5 278 81.8 251 80.9 267 82.4 272 88.6 F 0.99

906 910 Thru 1251 1241 39.4 1244 37.6 1257 40.7 1270 39.3 1225 38.8 1241 38.8 1296 42.2 1264 41.2 1278 40.3 1272 41.6 1259 40.0 D 1.01

906 910 Right 37 30 8.4 25 7.1 28 9.7 33 6.7 33 5.9 37 6.5 22 8.8 26 7.2 35 8.2 25 6.4 29 7.5 A 0.79

OVERALL 1563 1560 47.9 1555 47.4 1557 49.5 1561 45.8 1553 52.5 1563 47.9 1559 46.7 1568 47.9 1564 46.1 1564 48.0 1560 48.0 D 1.00 -0.17% 0.066

920 910 Left 373 362 89.4 400 90.5 373 92.8 362 90.0 392 92.1 392 90.5 343 91.0 387 93.4 383 89.8 379 93.2 377 91.3 F 1.01

920 910 Thru 596 602 7.1 567 8.1 574 6.2 546 5.6 572 7.8 545 6.0 602 8.5 534 6.0 579 6.8 572 6.7 569 6.9 A 0.96

920 910 Right 10 11 4.6 12 4.7 9 4.3 6 4.9 13 4.0 4 4.6 10 4.2 13 4.4 12 4.0 16 4.6 11 4.4 A 1.06

OVERALL 979 975 37.6 979 41.7 956 40.0 914 39.0 977 41.6 941 41.2 955 38.1 934 42.2 974 39.4 967 40.6 957 40.1 D 0.98 -2.23% 0.701

911 910 Left 91 100 63.7 93 74.0 99 63.8 91 69.7 102 66.8 92 64.3 102 73.5 102 63.4 99 67.3 104 73.6 98 68.0 E 1.08

911 910 Thru 409 387 50.9 408 50.7 402 53.9 402 54.7 417 51.6 412 52.6 416 50.5 419 49.0 411 50.5 413 52.2 409 51.6 D 1.00

911 910 Right 386 400 24.1 384 21.9 385 20.6 394 21.7 368 20.7 383 20.0 370 22.0 361 25.3 375 22.5 365 19.6 379 21.8 C 0.98

OVERALL 886 887 40.2 885 40.6 886 40.5 887 41.6 887 40.5 887 39.7 888 41.3 882 40.9 885 40.5 882 41.2 886 40.7 D 1.00 -0.05% 0.013

912 910 Left 385 368 67.6 375 78.0 379 72.7 366 70.5 392 76.4 377 70.6 392 71.7 404 75.7 399 76.9 393 75.0 385 73.5 E 1.00

912 910 Thru 385 397 44.6 386 42.5 376 43.9 397 43.7 370 42.2 386 48.8 381 41.8 382 47.3 363 43.5 388 45.9 383 44.4 D 0.99

912 910 Right 67 70 3.9 69 3.9 80 3.7 71 3.5 70 3.8 68 3.7 64 4.1 54 3.7 75 3.9 54 3.5 68 3.8 A 1.01

OVERALL 837 835 51.3 830 55.3 835 53.1 834 52.1 832 55.0 831 55.0 837 52.9 840 58.1 837 55.9 835 56.9 835 54.6 D 1.00 -0.29% 0.083

Intersection Total 4265 4257 44.6 4249 46.2 4234 46.2 4196 44.7 4249 48.0 4222 46.1 4239 44.9 4224 47.2 4260 45.3 4248 46.7 4238 46.0 D 0.99

930 940 Left 208 205 87.3 240 108.4 222 86.4 221 95.6 212 101.3 196 85.4 225 115.1 223 122.5 199 162.3 236 93.3 218 105.8 F 1.05

930 940 Thru 1647 1610 80.5 1634 101.4 1631 86.3 1644 91.1 1634 96.1 1641 85.7 1603 120.6 1609 124.4 1627 168.8 1649 89.4 1628 104.4 F 0.99

930 940 Right 166 163 10.1 153 16.5 167 11.9 166 17.1 168 20.3 154 10.8 166 35.4 138 30.4 178 80.6 149 14.0 160 24.7 C 0.97

OVERALL 2021 1978 75.4 2027 95.8 2020 80.2 2031 85.5 2014 90.4 1991 79.8 1994 112.9 1970 117.6 2004 160.3 2034 84.3 2006 98.2 F 0.99 -0.73% 0.328

945 940 Left 189 206 60.0 186 59.8 199 71.6 202 63.4 202 61.0 191 63.9 177 70.3 198 63.2 202 69.6 189 63.5 195 64.6 E 1.03

945 940 Thru 723 731 28.2 717 28.1 738 32.8 690 30.7 723 28.0 718 30.0 697 31.2 700 27.9 712 30.2 720 28.7 715 29.6 C 0.99

945 940 Right 109 115 13.9 86 17.6 111 18.7 75 18.2 110 17.9 99 17.5 116 17.3 104 14.7 102 16.4 102 18.2 102 17.0 B 0.94

OVERALL 1021 1052 32.8 989 33.1 1048 38.7 967 36.6 1035 33.4 1008 35.2 990 36.6 1002 33.5 1016 36.7 1011 34.1 1012 35.1 C 0.99 -0.90% 0.289

941 940 Left 180 185 81.1 190 80.1 174 87.5 175 83.7 194 149.9 176 97.3 196 164.8 182 99.5 188 127.3 181 86.7 184 105.8 F 1.02

941 940 Thru 375 352 52.0 378 45.7 361 49.9 374 49.8 373 50.5 374 50.1 363 47.7 401 48.4 363 48.0 372 48.3 371 49.0 D 0.99

941 940 Right 612 585 211.9 596 75.5 632 65.1 586 126.8 600 92.6 615 77.5 610 61.2 582 63.0 603 65.3 615 102.3 602 94.1 F 0.98

OVERALL 1167 1122 140.2 1164 66.6 1167 63.7 1135 94.8 1167 88.6 1165 71.7 1169 74.4 1165 63.7 1154 69.9 1168 82.7 1158 81.6 F 0.99 -0.81% 0.276

942 940 Left 587 599 61.6 588 61.7 584 59.3 574 59.2 579 61.3 569 62.6 568 62.0 559 60.0 577 59.8 581 61.7 578 60.9 E 0.98

942 940 Thru 434 430 38.2 436 35.8 455 37.2 473 36.3 461 35.3 467 37.1 456 35.3 484 37.7 453 33.8 450 36.1 457 36.3 D 1.05

942 940 Right 76 63 6.6 67 5.9 58 4.6 53 4.9 58 5.4 55 4.8 69 5.5 50 5.3 66 5.3 62 5.4 60 5.4 A 0.79

OVERALL 1097 1092 49.3 1091 47.9 1097 47.3 1100 46.7 1098 47.4 1091 48.8 1093 47.3 1093 47.6 1096 45.8 1093 48.0 1094 47.6 D 1.00 -0.24% 0.079

Intersection Total 5306 5244 75.3 5271 67.7 5332 61.7 5233 70.3 5314 70.0 5255 63.0 5246 76.2 5230 74.8 5270 92.9 5306 66.9 5270 71.9 E 0.99

960 970 Left 172 188 99.9 218 107.0 211 102.0 212 103.6 193 113.1 173 112.1 199 107.7 190 103.5 172 109.3 204 107.7 196 106.6 F 1.14

960 970 Thru 2486 2462 56.5 2447 57.7 2476 61.6 2407 62.1 2408 56.2 2472 57.2 2405 57.7 2369 57.6 2446 59.4 2482 60.8 2437 58.7 E 0.98

960 970 Right 188 155 33.7 152 33.2 166 37.3 158 39.0 181 31.7 175 33.9 170 37.0 162 32.7 173 35.2 164 34.7 166 34.8 C 0.88

OVERALL 2846 2805 58.2 2817 60.2 2853 63.2 2777 63.9 2782 58.6 2820 59.1 2774 60.0 2721 59.3 2791 61.0 2850 62.6 2799 60.6 E 0.98 -1.65% 0.885

980 970 Left 136 138 65.4 136 80.3 154 63.8 170 76.9 136 67.6 155 72.5 139 71.8 135 75.1 137 73.8 143 70.2 144 71.7 E 1.06

980 970 Thru 705 718 29.1 702 27.4 711 27.4 669 28.0 713 25.9 678 27.5 690 28.0 689 29.1 697 26.9 689 26.4 696 27.6 C 0.99

980 970 Right 276 260 7.5 272 7.6 254 7.7 286 6.7 269 7.1 277 7.0 286 8.2 290 7.0 274 7.4 273 6.3 274 7.2 A 0.99

OVERALL 1117 1116 28.6 1110 29.0 1119 27.9 1125 30.0 1118 26.5 1110 28.7 1115 28.4 1114 28.9 1108 27.8 1105 27.1 1114 28.3 C 1.00 -0.27% 0.090

971 970 Left 76 79 77.4 72 68.4 86 73.9 72 70.5 79 71.5 82 67.9 80 67.7 75 69.6 65 74.0 81 73.8 77 71.5 E 1.01

971 970 Thru 287 286 45.7 272 50.6 284 47.6 279 49.7 278 53.9 273 50.1 290 51.7 302 48.4 299 54.0 292 51.2 286 50.3 D 0.99

971 970 Right 300 294 26.6 314 27.2 294 29.3 308 25.3 304 26.1 309 27.0 288 22.3 283 24.6 296 23.8 289 27.3 298 25.9 C 0.99

OVERALL 663 659 41.0 658 41.4 664 42.9 659 40.6 661 43.2 664 41.5 658 40.8 660 40.6 660 42.4 662 43.5 661 41.8 D 1.00 -0.38% 0.097

972 970 Left 348 346 68.1 355 62.3 335 65.0 314 62.4 363 66.0 342 65.4 344 64.4 346 66.4 339 61.2 341 65.0 343 64.6 E 0.98

972 970 Thru 443 431 43.0 453 41.9 430 46.0 473 45.1 419 44.5 441 44.4 458 45.6 444 43.8 445 46.5 450 45.3 444 44.6 D 1.00

972 970 Right 240 256 13.1 218 13.9 262 16.5 243 15.9 245 14.4 245 13.6 230 13.4 237 15.0 248 14.2 240 14.8 242 14.5 B 1.01

OVERALL 1031 1033 44.0 1026 43.0 1027 44.7 1030 43.5 1027 44.9 1028 44.0 1032 44.7 1027 44.8 1032 43.6 1031 44.7 1029 44.2 D 1.00 -0.16% 0.053


Volume

Percent

Difference on

Links

CORSIM Run 2

CORSIM

/Count

(0.90<x<1.10)

GEH Statistic

(x<5.0)

CORSIM Nodes

CORSIM Run 5

Volume

CORSIM Run 4

VolumeVolume Volume

CORSIM Run 3

AVERAGE

CORSIM Run 1

PM PK

VOLUME VolumeVolume VolumeVolumeVolume

CORSIM Run 10CORSIM Run 9

Volume

CORSIM Run 7

Volume

CORSIM Run 6 CORSIM Run 8


Skyline Boulevard

(Signalized)


Santa Barbara Boulevard

(Signalized)

Eastbound

Westbound

Northbound

Southbound

Eastbound

Westbound

Northbound

Southbound


Country Club Boulevard

(Signalized)

Eastbound

Westbound

Northbound

Southbound

P:\Projects\OTHER\County\Lee\VeteransSantaBarbara\CORSIM\Existing (Done)\Analysis Summary Files\Existing_LOS_Intersection_AM.xlsm 8/17/2010 4:05 PM

Veterans Memorial Parkway/Santa Barbara Boulevard Intersection ReportExisting PM Peak Hour Intersection Level of Service

Seed # 11,818 Seed # 3,393 Seed # 362 Seed # 21,658 Seed # 17,169 Seed # 12,877 Seed # 3,605 Seed # 2,347 Seed # 32,371 Seed # 9,116



906 910 Left 362 374 85.2 349 82.3 362 87.4 366 90.3 395 85.6 362 82.7 362 80.4 373 89.6 382 91.6 350 90.3 368 86.5 F 1.02

906 910 Thru 803 800 35.7 821 33.8 799 34.2 797 34.4 768 31.5 803 31.8 793 32.3 791 33.9 790 33.4 835 35.2 800 33.6 C 1.00

906 910 Right 64 51 5.9 58 7.8 60 8.8 60 5.2 65 7.7 63 6.7 72 8.7 65 7.5 59 7.6 45 6.6 60 7.3 A 0.93

OVERALL 1229 1225 49.6 1228 46.4 1221 48.7 1223 49.7 1228 47.6 1228 45.5 1227 45.1 1229 49.4 1231 50.2 1230 49.8 1227 48.2 D 1.00 -0.16% 0.057

920 910 Left 627 627 115.4 634 114.9 648 121.5 663 114.8 636 105.6 625 102.6 649 103.7 630 104.9 648 112.7 645 107.5 641 110.4 F 1.02

920 910 Thru 1415 1411 34.6 1398 34.5 1398 34.0 1445 36.3 1370 29.9 1385 31.2 1388 33.1 1406 34.7 1389 33.6 1395 34.4 1399 33.6 C 0.99

920 910 Right 10 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 A 0.00

OVERALL 2052 2038 59.4 2032 59.6 2046 61.7 2108 61.0 2006 53.9 2010 53.4 2037 55.6 2036 56.4 2037 58.8 2040 57.5 2039 57.7 E 0.99 -0.63% 0.287

911 910 Left 144 144 79.1 133 78.5 167 81.0 134 72.8 143 90.1 152 89.0 159 84.0 157 90.9 150 84.8 140 90.9 148 84.1 F 1.03

911 910 Thru 324 310 68.7 324 62.3 311 72.5 314 63.9 345 64.7 329 64.5 324 66.4 303 70.3 336 69.7 315 65.5 321 66.9 E 0.99

911 910 Right 287 297 12.7 299 16.3 275 13.9 307 14.8 266 14.2 272 12.9 272 14.2 288 13.8 268 12.4 298 14.3 284 14.0 B 0.99

OVERALL 755 751 48.5 756 47.0 753 53.0 755 45.5 754 51.7 753 50.8 755 51.3 748 52.9 754 52.4 753 50.0 753 50.3 D 1.00 -0.24% 0.066

912 910 Left 172 178 82.7 148 79.2 190 79.2 151 82.3 184 79.0 183 81.4 184 79.0 192 79.5 176 74.7 177 80.9 176 79.8 E 1.03

912 910 Thru 385 375 66.8 407 70.0 365 64.2 386 68.5 373 66.0 377 69.0 369 66.5 375 67.1 383 67.4 387 66.7 380 67.2 E 0.99

912 910 Right 49 52 8.8 52 9.9 51 6.2 62 7.5 48 5.2 43 8.1 49 8.0 36 7.0 42 9.3 43 8.1 48 7.8 A 0.98

OVERALL 606 605 66.5 607 67.1 606 64.1 599 65.7 605 65.1 603 68.4 602 65.6 603 67.5 601 65.5 607 66.7 604 66.2 E 1.00 -0.36% 0.089


930 940 Left 261 250 99.8 247 93.1 290 96.5 210 86.7 284 94.3 255 87.5 290 95.0 287 92.3 271 88.9 295 92.5 268 92.6 F 1.03

930 940 Thru 878 894 64.1 906 66.0 846 63.5 932 60.2 829 61.3 879 65.2 861 61.2 860 62.4 841 64.7 872 63.1 872 63.2 E 0.99

930 940 Right 123 122 12.5 114 12.8 126 12.9 113 12.6 110 12.3 110 12.2 109 14.1 119 12.0 113 11.5 127 12.8 116 12.6 B 0.95

OVERALL 1262 1266 66.2 1267 66.5 1262 66.0 1255 60.3 1223 64.5 1244 65.1 1260 64.9 1266 64.5 1225 65.1 1294 64.9 1256 64.8 E 1.00 -0.46% 0.163

945 940 Left 611 626 109.0 603 103.9 614 105.1 577 102.9 663 108.8 610 97.4 594 99.8 604 101.5 606 102.6 648 100.2 615 103.1 F 1.01

945 940 Thru 1622 1611 54.8 1607 55.8 1605 55.1 1629 54.2 1574 57.8 1547 56.3 1592 57.2 1589 58.0 1604 58.8 1570 57.2 1593 56.5 E 0.98

945 940 Right 327 276 32.0 293 28.8 307 31.1 301 32.8 309 32.6 289 33.3 292 31.8 285 29.1 300 34.3 314 29.9 297 31.6 C 0.91

OVERALL 2560 2513 65.8 2503 64.2 2526 64.4 2507 62.8 2546 68.1 2446 63.8 2478 64.4 2478 65.3 2510 66.5 2532 64.8 2504 65.0 E 0.98 -2.19% 1.115

941 940 Left 260 249 171.7 257 214.6 240 126.8 270 147.0 237 117.8 251 191.5 260 128.9 254 194.0 247 169.9 274 175.8 254 163.8 F 0.98

941 940 Thru 522 521 63.4 503 64.2 525 64.4 506 65.6 545 62.6 506 60.9 512 60.8 518 66.4 516 59.2 488 64.6 514 63.2 E 0.98

941 940 Right 272 275 45.5 276 42.5 288 48.3 276 56.9 268 47.7 296 41.9 284 50.5 278 49.7 275 46.5 279 48.6 280 47.8 D 1.03

OVERALL 1054 1045 84.5 1036 95.7 1053 74.2 1052 84.2 1050 71.3 1053 86.7 1056 74.8 1050 92.9 1038 82.2 1041 89.6 1047 83.6 F 0.99 -0.63% 0.204

942 940 Left 425 420 96.5 428 90.3 409 97.5 427 92.0 389 90.7 392 91.9 383 92.0 411 89.1 405 91.4 439 96.2 410 92.8 F 0.97

942 940 Thru 597 603 64.2 592 60.4 625 63.1 611 63.2 658 59.0 631 61.4 629 63.3 604 61.3 635 61.1 589 62.8 618 62.0 E 1.03

942 940 Right 171 157 11.9 165 16.8 152 13.3 150 17.5 135 11.5 166 12.0 176 16.9 174 16.7 143 12.9 157 16.4 158 14.6 B 0.92

OVERALL 1193 1180 68.7 1185 65.1 1186 68.6 1188 67.8 1182 64.0 1189 64.5 1188 65.7 1189 64.4 1183 65.6 1185 69.0 1186 66.4 E 0.99 -0.63% 0.217


960 970 Left 240 284 85.7 255 92.2 247 82.7 264 93.3 244 86.1 268 92.0 247 83.9 236 83.8 250 79.8 247 87.5 254 86.7 F 1.06

960 970 Thru 1259 1258 29.7 1305 27.6 1243 29.3 1322 29.1 1197 28.6 1250 29.9 1236 29.4 1242 32.1 1227 28.5 1289 27.5 1257 29.2 C 1.00

960 970 Right 76 65 8.9 71 14.6 60 8.5 60 14.2 52 10.9 59 8.9 48 9.5 73 12.6 61 13.4 65 9.9 61 11.1 B 0.81

OVERALL 1575 1607 38.7 1631 37.1 1550 37.0 1646 38.8 1493 37.4 1577 39.6 1531 37.6 1551 39.0 1538 36.2 1601 36.0 1573 37.8 D 1.00 -0.16% 0.063

980 970 Left 300 325 81.3 298 79.8 328 81.6 307 81.1 308 82.3 323 77.5 325 80.4 352 80.5 300 82.3 303 81.6 317 80.8 F 1.06

980 970 Thru 2200 2170 29.0 2191 31.2 2182 31.5 2199 30.1 2223 29.3 2136 31.1 2170 29.6 2151 29.5 2219 31.2 2182 29.7 2182 30.2 C 0.99

980 970 Right 348 348 9.2 368 9.0 339 8.1 346 9.2 312 7.8 392 9.1 357 9.3 350 8.2 336 10.7 357 9.3 351 9.0 A 1.01

OVERALL 2848 2843 32.5 2857 33.4 2849 34.5 2852 33.0 2843 32.7 2851 33.3 2852 32.9 2853 33.2 2855 34.1 2842 32.7 2850 33.2 C 1.00 0.06% 0.032

971 970 Left 188 189 86.5 157 94.0 202 93.5 164 86.5 198 86.5 195 93.8 197 89.3 203 90.0 191 91.0 192 85.6 189 89.6 F 1.00

971 970 Thru 287 280 65.6 310 68.4 284 76.0 291 67.5 276 68.0 276 69.8 276 69.6 278 65.4 296 69.6 282 71.3 285 69.1 E 0.99

971 970 Right 136 140 8.5 136 11.4 123 9.6 157 12.6 133 10.1 134 10.2 129 9.8 121 10.3 119 10.1 136 11.0 133 10.4 B 0.98

OVERALL 611 609 58.9 603 62.2 609 68.4 612 58.5 607 61.3 605 64.3 602 63.2 602 62.6 606 64.7 610 62.4 607 62.7 E 0.99 -0.74% 0.182

972 970 Left 276 267 83.9 236 79.6 283 87.2 256 79.7 286 83.6 269 87.8 283 84.2 290 85.4 279 83.7 264 79.6 271 83.5 F 0.98

972 970 Thru 443 452 74.6 468 70.4 435 70.5 448 71.6 439 70.2 466 71.4 452 74.5 444 72.7 455 75.8 446 73.2 451 72.5 E 1.02

972 970 Right 172 171 40.8 183 38.2 169 39.5 182 38.1 165 34.4 153 36.7 151 35.4 155 36.2 157 45.9 179 40.0 167 38.5 D 0.97

OVERALL 891 890 70.9 887 66.2 887 69.9 886 67.0 890 67.8 888 70.4 886 71.0 889 70.5 891 73.0 889 68.4 888 69.5 E 1.00 -0.30% 0.091




(Signalized)

Eastbound

Westbound

Northbound

Southbound


Skyline Boulevard

(Signalized)



(Signalized)

Eastbound

Westbound

Northbound

Southbound

Eastbound

Westbound

Northbound

Southbound

Volume VolumeVolumeVolume


Volume

CORSIM Run 7

Volume

CORSIM Run 6 CORSIM Run 8 Volume

Percent

Difference on

Links

CORSIM Run 2

CORSIM

/Count

(0.90<x<1.10)

GEH Statistic

(x<5.0)

CORSIM Nodes

CORSIM Run 5

Volume

CORSIM Run 4

VolumeVolume Volume

CORSIM Run 3

AVERAGE

CORSIM Run 1

PM PK

VOLUME Volume

P:\Projects\OTHER\County\Lee\VeteransSantaBarbara\CORSIM\Existing (Done)\Analysis Summary Files\Existing_LOS_Intersection_PM.xlsm 8/17/2010 4:06 PM

CORSIM CORSIM CORSIM CORSIM CORSIM CORSIM CORSIM CORSIM CORSIM CORSIM CORSIM

Average Average Maximum Minimum Run 1 Run 2 Run 3 Run 4 Run 5 Run 6 Run 7 Run 8 Run 9 Run 10 Average

Veterans Memorial Parkway Travel Time Speed Speed Speed Speed Speed Speed Speed Speed Speed Speed Speed Speed Speed Speed

Section Section Description Distance (Seconds) (MPH) (MPH) (MPH) (MPH) (MPH) (MPH) (MPH) (MPH) (MPH) (MPH) (MPH) (MPH) (MPH) (MPH)

5 Del Prado Boulevard to Country Club Boulevard 0.70 100.00 25.2 31.9 21.0 28.7 28.2 27.7 28.4 28.5 28.4 28.4 28.2 28.0 28.5 28.3

6 Country Club Boulevard to Santa Barbara Boulevard 1.11 116.75 34.2 48.1 27.6 24.6 24.6 24.5 24.9 24.2 24.9 24.9 24.5 24.6 24.7 24.6

7 Santa Barbara Boulevard to Skyline Boulevard 1.06 100.75 37.9 46.5 30.0 24.0 24.0 23.3 23.4 24.8 24.9 24.6 24.3 24.0 24.1 24.2

8 Skyline Boulevard to Chiquita Boulevard 0.90 65.00 49.8 54.0 45.6 41.9 42.3 42.2 41.8 42.5 42.1 42.1 41.9 42.4 42.2 42.1

3.77 382.50 35.5 36.7 33.3 27.3 27.2 26.8 27.2 27.4 27.6 27.6 27.2 27.1 27.3 27.3

1 Chiquita Boulevard to Skyline Boulevard 0.90 110.25 29.4 33.8 26.3 27.3 27.8 27.3 27.1 27.6 28.2 28.3 27.0 27.0 27.1 27.5

2 Skyline Boulevard to Santa Barbara Boulevard 1.06 148.75 25.7 52.3 17.1 25.0 24.7 24.9 25.9 25.2 25.2 24.9 25.1 24.9 25.3 25.1

3 Santa Barbara Boulevard to Country Club Boulevard 1.11 113.50 35.2 45.9 25.8 30.4 30.5 30.6 30.2 30.8 30.1 30.7 30.2 31.1 31.2 30.6

4 Country Club Boulevard to Del Prado Boulevard 0.70 56.25 44.8 47.5 42.0 43.2 43.0 42.4 42.7 43.0 42.5 43.3 42.6 43.3 43.6 43.0

3.77 428.75 31.7 40.3 24.6 30.0 30.1 29.9 30.2 30.3 30.1 30.3 29.8 30.2 30.3 30.1Total

PM Peak Westbound

PM Peak EastboundTotal

Travel Time Survey

P:\Projects\OTHER\County\Lee\VeteransSantaBarbara\CORSIM\Existing (Done)\Analysis Summary Files\CalibrationPM.xlsx 8/17/2010 4:06 PM

Veterans Memorial Parkway/Santa Barbara Boulevard Intersection ReportExisting PM Peak Hour Signalized Intersection Queue Lengths

A B 1 2 3 4 5 6 7 1 2 3 4 5 6 7 1 2 3 4 5 6 7 1 2 3 4 5 6 7 1 2 3 4 5 6 7 1 2 3 4 5 6 7 1 2 3 4 5 6 7 1 2 3 4 5 6 7 1 2 3 4 5 6 7 1 2 3 4 5 6 7 1 2 3 4 5 6 7

906 910 Left 1 1 - - - - - 3 5 - - - - - 12 14 - - - - - 3 5 - - - - - 10 13 - - - - - 4 5 - - - - - 12 15 - - - - - 4 5 - - - - - 13 14 - - - - - 4 6 - - - - - 11 13

906 910 Right 1 - - - - 0 - - - - - - 2 - - - - - - 0 - - - - - - 1 - - - - - - 0 - - - - - - 2 - - - - - - 0 - - - - - - 1 - - - - - - 0 - - - - - - 2 - -

920 910 Left 1 1 - - - - - 8 10 - - - - - 16 21 - - - - - 8 10 - - - - - 17 21 - - - - - 8 11 - - - - - 17 20 - - - - - 8 10 - - - - - 18 21 - - - - - 7 9 - - - - - 17 21

920 910 Right 1 0 - - - - - - 3 - - - - - - 0 - - - - - - 3 - - - - - - 0 - - - - - - 1 - - - - - - 0 - - - - - - 1 - - - - - - 0 - - - - - - 1 - - - - - -

911 910 Left 1 1 - - - - - 1 2 - - - - - 5 8 - - - - - 1 2 - - - - - 4 7 - - - - - 1 3 - - - - - 4 7 - - - - - 1 2 - - - - - 3 6 - - - - - 1 2 - - - - - 5 8

911 910 Right 1 - - - - 1 - - - - - - 7 - - - - - - 1 - - - - - - 10 - - - - - - 1 - - - - - - 6 - - - - - - 1 - - - - - - 9 - - - - - - 1 - - - - - - 9 - -

912 910 Left 1 1 - - - - - 1 3 - - - - - 7 9 - - - - - 1 2 - - - - - 5 8 - - - - - 1 3 - - - - - 5 9 - - - - - 1 2 - - - - - 4 6 - - - - - 1 3 - - - - - 5 8

912 910 Right 1 - - - - 0 - - - - - - 2 - - - - - - 0 - - - - - - 2 - - - - - - 0 - - - - - - 2 - - - - - - 0 - - - - - - 2 - - - - - - 0 - - - - - - 2 - -

930 940 Left 1 1 - - - - - 3 4 - - - - - 9 11 - - - - - 2 4 - - - - - 10 13 - - - - - 3 5 - - - - - 9 12 - - - - - 2 3 - - - - - 7 10 - - - - - 3 4 - - - - - 12 15

930 940 Right 1 - - - - 0 - - - - - - 7 - - - - - - 0 - - - - - - 4 - - - - - - 0 - - - - - - 4 - - - - - - 0 - - - - - - 4 - - - - - - 0 - - - - - - 4 - -

945 940 Left 1 1 - - - - - 8 10 - - - - - 19 23 - - - - - 7 9 - - - - - 18 22 - - - - - 8 9 - - - - - 19 22 - - - - - 7 9 - - - - - 18 22 - - - - - 8 10 - - - - - 18 23

945 940 Right 1 1 - - - 1 1 - - - - - 8 9 - - - - - 1 1 - - - - - 7 8 - - - - - 1 1 - - - - - 7 8 - - - - - 1 1 - - - - - 7 9 - - - - - 1 2 - - - - - 9 11 - -

941 940 Left 1 - - - - - - 11 - - - - - - 16 - - - - - - 12 - - - - - - 16 - - - - - - 8 - - - - - - 16 - - - - - - 11 - - - - - - 17 - - - - - - 8 - - - - - - 16

941 940 Right 1 - - - - - 0 - - - - - - 3 - - - - - - 0 - - - - - - 3 - - - - - - 0 - - - - - - 2 - - - - - - 0 - - - - - - 2 - - - - - - 0 - - - - - - 3 -

942 940 Left 1 1 - - - - - 5 7 - - - - - 14 18 - - - - - 4 6 - - - - - 13 15 - - - - - 5 6 - - - - - 14 17 - - - - - 4 6 - - - - - 12 15 - - - - - 4 6 - - - - - 12 15

942 940 Right 1 0 - - - - - - 5 - - - - - - 1 - - - - - - 6 - - - - - - 0 - - - - - - 5 - - - - - - 1 - - - - - - 7 - - - - - - 0 - - - - - - 4 - - - - - -

960 970 Left 1 1 - - - - - 3 4 - - - - - 7 10 - - - - - 2 4 - - - - - 8 13 - - - - - 2 3 - - - - - 9 11 - - - - - 2 4 - - - - - 8 11 - - - - - 2 4 - - - - - 8 10

960 970 Right 1 - - - - 0 - - - - - - 2 - - - - - - 0 - - - - - - 4 - - - - - - 0 - - - - - - 2 - - - - - - 0 - - - - - - 2 - - - - - - 0 - - - - - - 3 - -

980 970 Left 1 1 - - - - - 3 4 - - - - - 11 13 - - - - - 3 4 - - - - - 10 10 - - - - - 3 4 - - - - - 12 13 - - - - - 3 4 - - - - - 10 11 - - - - - 3 4 - - - - - 10 12

980 970 Right 1 - - - - 1 - - - - - - 6 - - - - - - 0 - - - - - - 6 - - - - - - 0 - - - - - - 5 - - - - - - 1 - - - - - - 7 - - - - - - 0 - - - - - - 4 - -

971 970 Left 1 1 - - - - - 1 3 - - - - - 5 8 - - - - - 1 3 - - - - - 4 8 - - - - - 1 4 - - - - - 3 8 - - - - - 1 3 - - - - - 4 8 - - - - - 1 3 - - - - - 4 8

971 970 Right 1 - - - - 0 - - - - - - 3 - - - - - - 0 - - - - - - 4 - - - - - - 0 - - - - - - 2 - - - - - - 0 - - - - - - 6 - - - - - - 0 - - - - - - 3 - -

972 970 Left 1 1 - - - - - 2 4 - - - - - 9 12 - - - - - 2 3 - - - - - 7 10 - - - - - 2 4 - - - - - 8 11 - - - - - 2 4 - - - - - 7 9 - - - - - 2 4 - - - - - 11 11

972 970 Right 1 - - - - 1 - - - - - - 5 - - - - - - 1 - - - - - - 5 - - - - - - 1 - - - - - - 5 - - - - - - 1 - - - - - - 6 - - - - - - 0 - - - - - - 4 - -

Observed

A B 1 2 3 4 5 6 7 1 2 3 4 5 6 7 1 2 3 4 5 6 7 1 2 3 4 5 6 7 1 2 3 4 5 6 7 1 2 3 4 5 6 7 1 2 3 4 5 6 7 1 2 3 4 5 6 7 1 2 3 4 5 6 7 1 2 3 4 5 6 7 1 2 3 4 5 6 7 1 2 3 4 5 6 7 1 2 3 4 5 6 7 AM PK Average Maximum

906 910 Left 1 1 - - - - - 3 5 - - - - - 10 13 - - - - - 3 5 - - - - - 11 12 - - - - - 4 6 - - - - - 11 14 - - - - - 4 6 - - - - - 13 15 - - - - - 3 5 - - - - - 13 14 - - - - - 3.5 5.3 - - - - - 12 14 1 5 14

906 910 Right 1 - - - - 0 - - - - - - 2 - - - - - - 0 - - - - - - 3 - - - - - - 0 - - - - - - 2 - - - - - - 0 - - - - - - 2 - - - - - - 0 - - - - - - 3 - - - - - - 0 - - - - - - 2 - - 0 0 2

920 910 Left 1 1 - - - - - 7 9 - - - - - 18 21 - - - - - 7 10 - - - - - 17 21 - - - - - 7 9 - - - - - 17 21 - - - - - 8 10 - - - - - 17 20 - - - - - 7 10 - - - - - 17 21 - - - - - 7.5 9.8 - - - - - 17 21 13 10 21

920 910 Right 1 0 - - - - - - 1 - - - - - - 0 - - - - - - 2 - - - - - - 0 - - - - - - 3 - - - - - - 0 - - - - - - 2 - - - - - - 0 - - - - - - 1 - - - - - - 0 - - - - - - 1.8 - - - - - - 0 0 2

911 910 Left 1 1 - - - - - 1 2 - - - - - 7 9 - - - - - 1 3 - - - - - 4 8 - - - - - 1 3 - - - - - 5 7 - - - - - 1 2 - - - - - 6 8 - - - - - 1 2 - - - - - 3 6 - - - - - 1 2.3 - - - - - 4.6 7.4 11 2 7

911 910 Right 1 - - - - 1 - - - - - - 7 - - - - - - 1 - - - - - - 7 - - - - - - 1 - - - - - - 8 - - - - - - 1 - - - - - - 6 - - - - - - 1 - - - - - - 7 - - - - - - 1 - - - - - - 7.6 - - 1 1 8

912 910 Left 1 1 - - - - - 1 3 - - - - - 7 8 - - - - - 1 3 - - - - - 5 8 - - - - - 1 3 - - - - - 5 8 - - - - - 1 2 - - - - - 6 8 - - - - - 1 3 - - - - - 5 7 - - - - - 1 2.7 - - - - - 5.4 7.9 - 3 8

912 910 Right 1 - - - - 0 - - - - - - 1 - - - - - - 0 - - - - - - 2 - - - - - - 0 - - - - - - 2 - - - - - - 0 - - - - - - 1 - - - - - - 0 - - - - - - 2 - - - - - - 0 - - - - - - 1.8 - - 0 0 2

930 940 Left 1 1 - - - - - 2 4 - - - - - 8 12 - - - - - 3 4 - - - - - 10 15 - - - - - 3 4 - - - - - 9 14 - - - - - 2 4 - - - - - 11 16 - - - - - 3 4 - - - - - 10 12 - - - - - 2.6 4 - - - - - 9.5 13 10 4 13

930 940 Right 1 - - - - 0 - - - - - - 6 - - - - - - 0 - - - - - - 5 - - - - - - 0 - - - - - - 4 - - - - - - 0 - - - - - - 5 - - - - - - 0 - - - - - - 4 - - - - - - 0 - - - - - - 4.7 - - 0 0 5

945 940 Left 1 1 - - - - - 7 9 - - - - - 19 22 - - - - - 7 8 - - - - - 18 21 - - - - - 7 9 - - - - - 17 22 - - - - - 7 9 - - - - - 19 22 - - - - - 8 9 - - - - - 19 22 - - - - - 7.4 9.1 - - - - - 18 22 30 9 22

945 940 Right 1 1 - - - 1 1 - - - - - 8 10 - - - - - 1 1 - - - - - 7 10 - - - - - 1 1 - - - - - 5 7 - - - - - 1 1 - - - - - 8 10 - - - - - 1 1 - - - - - 8 11 - - - - - 1 1.1 - - - - - 7.4 9.3 - - 20 1 9

941 940 Left 1 - - - - - - 11 - - - - - - 16 - - - - - - 9 - - - - - - 16 - - - - - - 12 - - - - - - 16 - - - - - - 10 - - - - - - 16 - - - - - - 12 - - - - - - 16 - - - - - - 10 - - - - - - 16 7 10 16

941 940 Right 1 - - - - - 0 - - - - - - 2 - - - - - - 0 - - - - - - 3 - - - - - - 0 - - - - - - 2 - - - - - - 0 - - - - - - 3 - - - - - - 0 - - - - - - 3 - - - - - - 0 - - - - - - 2.6 - 0 0 3

942 940 Left 1 1 - - - - - 4 6 - - - - - 11 13 - - - - - 4 6 - - - - - 14 17 - - - - - 4 6 - - - - - 12 14 - - - - - 4 6 - - - - - 13 14 - - - - - 5 7 - - - - - 14 18 - - - - - 4.3 6.2 - - - - - 13 16 26 6 16

942 940 Right 1 0 - - - - - - 4 - - - - - - 1 - - - - - - 8 - - - - - - 1 - - - - - - 6 - - - - - - 0 - - - - - - 5 - - - - - - 1 - - - - - - 6 - - - - - - 0.5 - - - - - - 5.6 - - - - - - 1 1 6

960 970 Left 1 1 - - - - - 2 4 - - - - - 8 11 - - - - - 2 3 - - - - - 8 11 - - - - - 2 3 - - - - - 6 9 - - - - - 2 3 - - - - - 8 9 - - - - - 2 4 - - - - - 8 10 - - - - - 2.1 3.6 - - - - - 7.8 11 5 4 11

960 970 Right 1 - - - - 0 - - - - - - 2 - - - - - - 0 - - - - - - 2 - - - - - - 0 - - - - - - 4 - - - - - - 0 - - - - - - 3 - - - - - - 0 - - - - - - 3 - - - - - - 0 - - - - - - 2.7 - - 2 0 3

980 970 Left 1 1 - - - - - 3 4 - - - - - 10 13 - - - - - 3 4 - - - - - 10 13 - - - - - 3 5 - - - - - 10 11 - - - - - 3 4 - - - - - 10 10 - - - - - 3 4 - - - - - 11 12 - - - - - 3 4.1 - - - - - 10 12 7 4 12

980 970 Right 1 - - - - 1 - - - - - - 7 - - - - - - 1 - - - - - - 7 - - - - - - 0 - - - - - - 9 - - - - - - 1 - - - - - - 9 - - - - - - 1 - - - - - - 8 - - - - - - 0.6 - - - - - - 6.8 - - 8 1 7

971 970 Left 1 1 - - - - - 1 3 - - - - - 4 8 - - - - - 1 3 - - - - - 4 8 - - - - - 1 3 - - - - - 4 8 - - - - - 1 3 - - - - - 3 8 - - - - - 1 3 - - - - - 4 8 - - - - - 1 3.1 - - - - - 3.9 8 4 3 8

971 970 Right 1 - - - - 0 - - - - - - 3 - - - - - - 0 - - - - - - 4 - - - - - - 0 - - - - - - 3 - - - - - - 0 - - - - - - 3 - - - - - - 0 - - - - - - 4 - - - - - - 0 - - - - - - 3.5 - - 3 0 4

972 970 Left 1 1 - - - - - 2 4 - - - - - 9 11 - - - - - 2 4 - - - - - 9 12 - - - - - 3 4 - - - - - 9 11 - - - - - 2 4 - - - - - 9 12 - - - - - 2 4 - - - - - 7 9 - - - - - 2.1 3.9 - - - - - 8.5 11 6 4 11

972 970 Right 1 - - - - 0 - - - - - - 4 - - - - - - 0 - - - - - - 5 - - - - - - 0 - - - - - - 5 - - - - - - 0 - - - - - - 5 - - - - - - 1 - - - - - - 5 - - - - - - 0.5 - - - - - - 4.9 - - 4 1 5

Maximum QUEUE Length

Run 1

Run 6

LanesCORSIM Nodes

Intersection Approach Movement

Average QUEUE Length Maximum QUEUE Length

Run 4


Run 3


Run 2

Average QUEUE Length


Run 5


Run 8


Run 7

Average QUEUE Length Maximum QUEUE Length Maximum QUEUE Length

Run 9


Run 10

Average QUEUE Length CORSIMAverage Queue Length Maximum Queue Length

Average 2010 Queues


Skyline Boulevard

(Signalized)

Eastbound

Westbound

Northbound

Southbound



(Signalized)

Eastbound

Westbound

Northbound

Southbound



(Signalized)

Eastbound

Westbound

Northbound

Southbound


CORSIM Nodes

Movement

Lanes


Skyline Boulevard

(Signalized)

Eastbound

Westbound

Northbound

Southbound



(Signalized)

Eastbound

Westbound

Northbound

Southbound



(Signalized)

Eastbound

Westbound

Northbound

Southbound

P:\Projects\OTHER\County\Lee\VeteransSantaBarbara\CORSIM\Existing (Done)\Analysis Summary Files\Existing_Queues_PM.xls 8/17/2010 4:06 PM

APPENDIX F GROWTH RATE TRAFFIC MEMORANDUM

An employee-owned Company

MEMORANDUM TO: Sarah Clarke FROM: Thirulokesh Krishnan, Naresh Kotari CC: Nathan West, Dan Craig

DATE: July 7, 2010 SUBJECT: CN-10-03 Veteran’s Parkway/ Santa Barbara Boulevard Overpass

Proposed Traffic Forecasting Methodology

This memo documents the methodology that will be used for forecasting 2015 and 2035 Annual

Average Daily Traffic (AADT) volumes for Veterans Memorial Parkway at Santa Barbara

Boulevard Overpass Study. From this point forward Veterans Memorial Parkway at Santa

Barbara Boulevard Overpass Study will be referred as Overpass Study. The study area includes

the following segments and intersections:

Segments:

Veterans Memorial Parkway from Skyline Boulevard to Santa Barbara Boulevard

Veterans Memorial Parkway from Santa Barbara Boulevard to Country Club Boulevard

Santa Barbara Boulevard from SW 28th Street to Veterans Memorial Parkway

Santa Barbara Boulevard from Veterans Memorial Parkway to SW 24th Street

Intersections:

Veterans Memorial Pkwy/ Skyline Blvd

Veterans Memorial Pkwy/ Santa Barbara Blvd

Veterans Memorial Pkwy/Country Club Blvd

Data collection

As part of the data collection effort AADT volumes from the following sources were obtained

(or) calculated:

2009 Florida Traffic Information (FTI) DVD

2

2009 Traffic Count Report, Lee County, Florida, February 2009

2030 Lee-Collier Cost Feasible Model files downloaded from Lee MPO website on June

15, 2010

Bi-County Study: Burnt Store Road, Veterans Parkway and Colonial Boulevard, May

2005, Revised August 2005

Lee County 2007 Validation Model downloaded from Traf-O-Data Corporation website

on June 10, 2010

Forecasting Methodology

The data obtained from various sources identified in the data collection section were used for

developing AADT volumes for the existing year (2010), opening year (2015) and design year

(2035) using the following methods:

2009 FTI DVD AADTs – Linear and exponential projections of AADTs using historical

AADTs from 2008 to 2009.

2009 Traffic Count Report, Lee County, Florida, February 2009 – Linear and exponential

projections of AADTs using historical AADTs from 2004 to 2009.

Bi-County Study – Burnt Store Road, Veterans Parkway and Colonial Boulevard, May

2005, Revised August 2005 – Linear and exponential projections of AADTs using 2004

and 2030 AADTs

Determination of simple growth rate using 2009 AADTs from 2009 FTI DVD and 2030

Bi-County Study AADTs

Determination of simple growth rate using 2009 AADTs from 2009 FTI DVD and 2030

Lee-Collier County Cost Feasible Model AADTs

2009 FTI DVD AADTs – Linear and exponential projections of AADTs using historical

AADTs from 2008 to 2009:

Only two years of historical AADT volumes were available in 2009 FTI DVD. The available

historical AADT volumes were used to project the AADTs for future conditions both linearly

and exponentially. The projections show negative growth at some locations. Assuming that this

pattern of negative growth will not be applicable for longer planning horizons, this methodology

is determined as not a suitable technique to project traffic volumes for future years. Since, the

projections show negative growth, an annual growth rate estimate was not calculated. Table 1

3

presents the historic AADTs from 2009 FTI DVD, calculated linear and exponential projections

and the nature of growth at each study location.

2009 Traffic Count Report, Lee County, Florida, February 2009 – Linear and exponential

projections of AADTs using historical AADTs from 2004 to 2009:

Five years of historical AADTs from the year 2004 to 2009 were obtained from 2009 Traffic

Count Report, Lee County, Florida; for the study area and were projected both linearly and

exponentially to obtain future AADT volumes. The projections show negative growth at most of

the locations. Assuming that this pattern of negative growth will not be applicable for longer

planning horizons, this methodology is determined as not a suitable technique to project traffic

volumes for future years. Since, the projections show negative growth, annual growth rate

estimate was not calculated. Table 2 presents the historic AADTs from 2009 Traffic Count

Report, calculated linear and exponential projections and the nature of growth at each study

location.

Bi-County Study – Burnt Store Road, Veterans Parkway and Colonial Boulevard, May 2005,

Revised August 2005 – Linear and exponential projections of AADTs using 2004 and 2030

AADTs:

AADTs for the years 2004 and 2030 were obtained from the Bi-County study and were projected

both linearly and exponentially. The projections show positive growths at all the locations. The

annual growth rate is calculated as 2.0% using the Bi-County Study AADT volumes. Table 3

presents the historic AADTs from Bi-County Study, calculated linear and exponential

projections and the nature of growth at each study location. However, this study was completed

in 2005 using 2004 AADTs and 2030 Model volumes derived from 2025 Lee County Cost

Affordable model.

Determination of simple growth rate using 2009 AADTs from 2009 FTI DVD and 2030 Bi-

County Study AADTs:

Simple average growth rates were determined using the 2009 AADTs from 2009 FTI DVD and

2030 Bi-County Study AADTs only along Veterans Memorial Parkway and also for the Study

area. The average growth along Veterans Memorial Parkway is 1.4% and the average growth

inclusive of intersecting roadways in the study area is 1.6%. Table 4 presents the AADTs and

the growth rates.

4 \\TPAFS01\tf\Projects\OTHER\County\Lee\VeteransSantaBarbara\Memos\Veterans_Forecast_Method_6July2010.doc

Determination of simple growth rate using 2009 AADTs from 2009 FTI DVD and 2030 Lee-

Collier County Cost Feasible Model AADTs:

Simple average growth rates were determined using the 2009 AADTs from 2009 FTI DVD and

2030 Lee-Collier Cost Feasible Model only along Veterans Memorial Parkway and also

inclusive of intersecting roadways within the Study area. The average growth along Veterans

Memorial Parkway is 2.0% and the average growth inclusive of intersecting roadways is 2.1%.

Table 5 presents the AADTs and growth rates.

Conclusion

Growth rates using historical AADT volumes cannot be used for future AADT projections as the

recent traffic trends shows a drop in AADTs. This eliminates the first two methodologies

identified for AADT projections. Traffic projections from Bi-County study show a positive

growth. However, considering the fact that the study was completed in 2005 using 2004 AADTs

and 2025 Lee County Cost Feasible Model, it is recommended not to use the AADT projections

based only on the Bi-County report.

The final two methods use 2009 AADTs from 2009 FTI DVD as the base year and 2030 AADTs

from Bi-County Study and 2030 Lee-Collier County Cost Feasible Model to calculate growth

rates. The average growth rate only on Veterans Memorial Parkway is 1.4% when 2030 Bi-

County Study AADT volumes were used and 2.0% when 2030 Lee-Collier County Cost Feasible

Model AADT volumes were used. It is recommended to use an average growth of 2.0% that is

derived from 2030 Lee-Collier County Cost Feasible Model as the Model shows enough growth

on the identified study segments when compared to 2009 AADTs.

TABLE 1: FDOT 2009 TRAFFIC COUNTS FROM 2009 FTI DVD

Roadway Location 2004 2005 2006 2007 2008 2009 2010 2015 2030 2035 Projection 2010 2015 2030 2035 Projection

West of Skyline Blvd

East of Skyline Blvd 39,000 39,000 39,000 39,000 39,000 39,000 39,000 39,000 39,000 39,000

East of Santa Barbara Blvd 47,945 47,264 46,583 43,178 32,963 29,558 - 46,593 43,376 34,999 32,583 -

East of Country Club Blvd 54,500 53,500 52,500 47,500 32,500 27,500 - 52,518 47,874 36,262 33,055 -

South of Veterans Pkwy

North of Veterans Pkwy

South of Veterans Pkwy 24,737 25,092 25,447 27,222 32,547 34,322 + 25,452 27,332 33,845 36,344 +

North of Veterans Pkwy 25,904 22,093 18,282 -773 -57,938 -76,993 - 18,843 8,503 781 353 -

South of Veterans Pkwy 14,300 14,100 13,900 12,900 9,900 8,900 - 13,903 12,957 10,490 9,776 -


TABLE 2: LEE COUNTY 2009 TRAFFIC COUNTS


West of Skyline Blvd 23,900 25,700 27,500 29,500 28,200 26,800 28,410 29,860 34,210 35,660 + 28,424 30,016 35,345 37,324 +

East of Skyline Blvd 32,500 35,300 40,200 40,000 36,800 38,400 38,980 40,380 44,580 45,980 + 39,018 40,610 45,787 47,655 +

East of Santa Barbara Blvd 48,000 50,700 53,100 49,600 47,200 46,900 45,450 38,700 18,450 11,700 - 45,550 39,727 26,354 22,985 -

East of Country Club Blvd 50,800 51,400 58,200 57,400 49,800 50,800 50,640 45,840 31,440 26,640 - 50,607 46,266 35,353 32,321 -



S OF SW 22 TERR 27,300 29,500 25,100 27,700 26,500 21,700 21,840 14,740 -6,560 -13,660 - 21,948 16,589 7,163 5,414 -

S OF SW 28 ST 26,200 23,000 27,900 27,700 25,800 28,970 33,070 45,370 49,470 + 29,285 34,668 57,511 68,081 +



TABLE 3: BI-COUNTY STUDY - BURNT STORE RD/VETERANS PKWY/COLONIAL BLVD, Prepared May 2005 (Revised August 2005)


West of Skyline Blvd 20,400 24,000 27,000 36,000 39,000 + 23,257 25,941 36,000 40,155 +

East of Skyline Blvd 30,000 35,077 39,308 52,000 56,231 + 34,060 37,861 52,000 57,802 +

East of Santa Barbara Blvd 51,600 53,538 55,154 60,000 61,615 + 53,428 55,000 60,000 61,766 +

East of County Club Blvd 54,700 57,769 60,327 68,000 70,558 + 57,517 59,976 68,000 70,907 +

South of Veterans Pkwy 13,300 15,769 17,827 24,000 26,058 + 15,241 17,073 24,000 26,885 +

North of Veterans Pkwy 9,800 11,462 12,846 17,000 18,385 + 11,128 12,372 17,000 18,900 +





EXPONENTIAL

EXPONENTIAL

LINEAR EXPONENTIAL

LINEAR

LINEAR

Santa Barbara Blvd

Country Club Blvd

Veterans Pkwy

Veterans Pkwy

Skyline Blvd

Santa Barbara Blvd

Country Club Blvd

Skyline Blvd

Veterans Pkwy

Skyline Blvd

Santa Barbara Blvd

Country Club Blvd

TABLE 4: GROWTH RATES USING 2009 AADTs FROM FTI & 2030 BI-COUNTY STUDY

2009 FTI: FDOT

AADT AADT Growth Rate

West of Skyline Blvd 36,000

East of Skyline Blvd 39,000 52,000 1.6

East of Santa Barbara Blvd 47,264 60,000 1.3

East of Country Club Blvd 53,500 68,000 1.3

South of Veterans Pkwy 24,000

North of Veterans Pkwy 17,000

South of Veterans Pkwy 25,092 33,000 1.5

North of Veterans Pkwy 22,093 34,000 2.6


North of Veterans Pkwy 30,000

Average Growth (Veterans Pkwy Only) 1.4

Average Growth (All Segments) 1.6

Permanent Count Stations

TABLE 5: GROWTH RATES USING 2009 AADTs FROM FTI & 2030 LEE-COLLIER COUNTY COST AFFORDABLE MODEL

2009 FTI: FDOT

AADT AADT Growth Rate

West of Skyline Blvd 55,000 0.0

East of Skyline Blvd 39,000 60,900 2.7

East of Santa Barbara Blvd 47,264 67,200 2.0

East of Country Club Blvd 53,500 67,000 1.2

South of Veterans Pkwy 21,000 0.0

North of Veterans Pkwy 19,000 0.0


North of Veterans Pkwy 22,093 31,000 1.9


North of Veterans Pkwy 30,300 0.0

Average Growth (Veterans Pkwy Only) 0 0 0 2.0

Average Growth (All Segments) 0 0 0 2.1

Notes: 2030 Model* - Lee County 2030 Cost Affordable Model with Queue Jumps on Veterans Pkwy @ Skyline Blvd, Santa Barbara Blvd and Country Club Blvd

Permanent Count Stations

Location

2030 Model*

Roadway Location

2030 Bi-County Study

Veterans Pkwy

Skyline Blvd

Santa Barbara Blvd

Veterans Pkwy

Skyline Blvd

Santa Barbara Blvd

Country Club Blvd

Country Club Blvd

Roadway

APPENDIX G FDOT TURNS5A OUTPUTS

Veterans Parkway & Santa Barbara Boulevard Q-Jump

2030 Cost Feasible Model

Licensed to Post, Buckley, Schuh & Jernigan, Inc.

P:\Projects\OTHER\County\Lee\VeteransSantaBarbara\Models\2030NoChanges_25June2010\HRLDXY.C30

Tue 13 Jul 2010 3:26 PM

NUM_LANES = 1 & FACILITY_TYPE=10-49,60-99

NUM_LANES = 2

NUM_LANES = 3

NUM_LANES = 4-9

FACILITY_TYPE=50-59

509008200

8200

2700

1000

3300

2400

1200

53800

9200

13

900

1700

1100

1100

203

00

1400

2020

0

2300

1940

0

193

00

1000

18

900

6300

1300 18900

17900

16800

1680

0

7500

700

4200

1200

7800

4800

200

100

9000

1500

500

4700

7600

609001600

1200

9100

0

9100

33001000

36400

900

3900

2960

0

8200

2970

0

6900

3000

3800

368

00

3900

7100

2960

0

31200

35

700

337

00

9100

6002

59

00

10500

1100700

67200

8200

66100

700

8000

840

0

84

00

900

8000

400

500

2900

7800

20010600 7

800

2700

17000

2500

187

00

600

1100

2010

0

29800

400

29800

8800

303

00

300

298

00

297

00

21500

7600

200

7100

509008500

200

67000

7300

100

390

0

100

67000

119004100

6600

42900

3900

200

12200

5100

6600

3100

0

5800

467007400

3760

0

10000

19000

400055000

46100480021000

7200

Veterans Parkway & Santa Barbara Boulevard Q-Jump

2030 No-Build Model

Licensed to Post, Buckley, Schuh & Jernigan, Inc.

P:\Projects\OTHER\County\Lee\VeteransSantaBarbara\Models\2030VeteransSanta_No-Build_13July2010\HRLDXY.C30

Tue 13 Jul 2010 3:05 PM

NUM_LANES = 1 & FACILITY_TYPE=10-49,60-99

NUM_LANES = 2

NUM_LANES = 3

NUM_LANES = 4-9

FACILITY_TYPE=50-59

3400

1200

52700

9200

138

00

1800

1100

1100

2000

0

1400

2010

0

2400

1910

0

193

00

1000

18

200

6300

1300 18

200

17

200

16000

160

00

61200

700

4400

1200

6600

5100

200

100

7800

1400

4900

7700

61200

1600

1000

9400 9400

34001100

37900

800

3900

298

00

8200

2990

0

5700

3000

3800

3760

0

3900

7100

2980

0

31300

34

700

344

00

9400

26

200

70600

1000

100

70600 70900

700

11700

120

00

12

000

900

1170

0

400

400

900

100

200 11900

1180

0

2700

400

183

00

600

1100

2270

0

291

00

300

29000

294

00

300

29

000

290

00

24200

70900

200

8300

66300

8400

200

66300

100

8300

7300

100

39

00

100

66300

118004100

6600

42400

5100

200

12200

5100

6600

3160

0

601003

910

0

18300

53800

5380020900

2-WAY AADT TURNING MOVEMENTS IN YEAR 2009 2-WAY AADT TURNING MOVEMENTS IN YEAR 2015

6700 82005% 44% 51% 9% 44% 47%349 2920 3381 4700 730 3636 3858 5000

1296 7% 1189 4%22800 12082 62% 19500 36800 19437 73% 26500

26800 6122 31% 43800 5863 22%17% 2342 39000 18% 3963 53000

13400 80% 10750 21900 79% 173932% 308 11500 2% 543 11100

1300 2300970 3012 5368 1734 3072 5236

10% 32% 57% 17% 31% 52%9400 10000


8900 9200Veterans Memorial Parkway

4700

6700


5900

13400 16400

2700

PROJECT TRAFFIC FOR Skyline Boulevard AT Veterans Memorial Parkway: TO



Skyline Boulevard

Skyline Boulevard

Veterans Memorial Parkway 20000

17800 18400

18800

Skyline Boulevard

Skyline Boulevard

Veterans Memorial Parkway8900 9200

10% 44% 46% 11% 44% 45%938 3932 4071 5200 1002 4015 4132 5300

1156 4% 1148 4%43200 22746 77% 29700 45000 23703 77% 30600

51600 5773 19% 53800 5749 19%18% 4706 59400 18% 4922 61200

25800 79% 20415 26900 79% 212923% 654 11000 3% 686 10900

2700 29002092 3079 5187 2196 3080 517420% 30% 50% 21% 29% 50%

10400 1050020800 21000

7000 7100

5600

Skyline Boulevard

Veterans Memorial ParkwayVeterans Memorial Parkway

Skyline BoulevardSkyline Boulevard

Skyline Boulevard

5900

557 686

113 247 197 197 280 209

263 2801278 2186 2063 2965645 622

113 1971121 954 1833 1540

54 96

73 331 645 129 376 622

1049 1127K ML = K ML =K SS = K SS =

745 766

1-WAY DESIGN HOUR TURNING MOVEMENTS IN YEAR 2025 1-WAY DESIGN HOUR TURNING MOVEMENTS IN YEAR 2030

57.3% NB42.8% SB

42.8% EB

D Factors57.3% WB

Skyline Boulevard

42.8% EB



Veterans Memorial Parkway Veterans Memorial Parkway

Skyline Boulevard

Skyline Boulevard

9.79%9.79%

9.79%9.79%




Skyline Boulevard

57.3% NB42.8% SB

D Factors57.3% WB

745 766

234 293 218 247 297 222

291 2972421 3329 2522 3430617 611

234 2472155 1808 2251 1883

113 121

151 392 617 163 398 611

1160 1172K ML = K ML =K SS = K SS =

D Factors57.3% WB 57.3% WB42.8% EB 42.8% EB

9.79% 57.3% NB 9.79%9.79% 42.8% SB 9.79%

Skyline BoulevardSkyline Boulevard


Skyline Boulevard

D Factors


Skyline Boulevard

57.3% NB42.8% SB

1340013400 16400

2700 1.22 47002700 4700 4700 5000

1.74 1.06

26800 22800 5900 3900026800 22800 5900 39000 43800 36800 6700 53000

1.63 1.61 1.14 1.36

1300 115001300 11500 2300 11100

1.77 18800 0.9718800 XXXX 2009 20000

XXXX 2009 XXXX 2015 1.06X.XX Ratio

13400 1340017800 18400


2009 TRAFFIC 2009 TRAFFIC COMPARED TO 2015 TRAFFIC

2009 TRAFFIC COMPARED TO 2025 TRAFFIC 2009 TRAFFIC COMPARED TO 2030 TRAFFIC

Skyline Boulevard

Skyline Boulevard



17800 184002700 1.33 4700 2700 1.37 47005600 5200 5900 53002.07 1.11 2.19 1.13

26800 22800 5900 39000 26800 22800 5900 3900051600 43200 7000 59400 53800 45000 7100 61200

1.93 1.89 1.19 1.52 2.01 1.97 1.20 1.57

1300 11500 1300 115002700 11000 2900 109002.08 18800 0.96 2.23 18800 0.95

XXXX 2009 20800 XXXX 2009 21000XXXX 2025 1.11 XXXX 2030 1.12X.XX Ratio X.XX Ratio

Skyline Boulevard

Skyline Boulevard



(49) (385) (172) (49) (385) (172)113 247 197 197 280 2092.31 0.64 1.15 4.02 0.73 1.22

26.30 263 (10) 28.00 280 (10)0.90 1278 (1415) 1.46 2063 (1415)1.03 645 (624) 1.00 622 (624)

(362) 113 0.31 (362) 197 0.54(803) 954 1.19 (803) 1540 1.92(64) 54 0.84 (64) 96 1.50

0.51 1.02 2.25 0.90 1.16 2.1773 331 645 129 376 622

(XXX) (144) (324) (287) (XXX) (144) (324) (287)XXX XXXX.XX X.XX

(49) (385) (172) (49) (385) (172)

Ratio2009 ACTUAL TRAFFIC COMPARED TO 2025 DHV 2009 ACTUAL TRAFFIC COMPARED TO 2030 DHVRatio

Veterans Memorial ParkwayActual 2009 Traffic

Calculated 2009 DHVActual 2009 Traffic

2009 ACTUAL TRAFFIC COMPARED TO 2009 DHV 2009 ACTUAL TRAFFIC COMPARED TO 2015 DHV

Skyline Boulevard


Calculated 2015 DHV



Skyline Boulevard

Skyline Boulevard Skyline Boulevard


(49) (385) (172) (49) (385) (172)234 293 218 247 297 2224.78 0.76 1.27 5.04 0.77 1.29

29.10 291 (10) 29.70 297 (10)1.71 2421 (1415) 1.78 2522 (1415)0.99 617 (624) 0.98 611 (624)

(362) 234 0.65 (362) 247 0.68(803) 1808 2.25 (803) 1883 2.34(64) 113 1.77 (64) 121 1.89

1.05 1.21 2.15 1.13 1.23 2.13151 392 617 163 398 611


Skyline Boulevard Skyline Boulevard

Skyline Boulevard

Ratio RatioCalculated 2025 DHV Calculated 2030 DHV

Actual 2009 Traffic Actual 2009 Traffic

Skyline Boulevard



12600 1460014% 40% 46% 13% 46% 41%1719 4996 5835 9400 1962 6692 5942 9400

3532 15% 3449 11%29800 15357 65% 23700 40200 20259 65% 31100

39000 4761 20% 53000 7370 24%19% 3722 47300 16% 4244 62200

19500 74% 14484 26500 75% 199057% 1294 8100 9% 2339 12600

3700 66002425 5296 3329 4269 6903 522922% 48% 30% 26% 42% 32%

11100 16400



6200

13600


10300

25200 29200

5400

PROJECT TRAFFIC FOR Santa Barbara Boulevard AT Veterans Memorial Parkway: TO






31000 31600

22200




13% 48% 39% 13% 48% 38%2072 7416 6041 9500 2104 7622 6074 9500

3464 10% 3473 10%44800 22436 65% 34500 46100 23064 65% 35500

59400 8565 25% 61200 8913 25%15% 4485 69000 15% 4555 70900

29700 75% 22329 30600 75% 2302910% 2860 14700 10% 3015 15300

8000 84005168 7579 6094 5434 7772 634527% 40% 32% 28% 40% 32%

18800 1960037600 39200

15000 15400

6600



Santa Barbara BoulevardSanta Barbara Boulevard


6700

1407 1636

303 577 527 347 762 527

527 5271670 2651 2253 3486454 706

226 2591628 1247 2217 1682

155 276

155 431 339 276 569 527

925 1372K ML = K ML =K SS = K SS =

1743 1771


42.8% NB57.3% SB

42.8% EB

D Factors57.3% WB


42.8% EB






9.79%9.79%

9.79%9.79%





42.8% NB57.3% SB

D Factors57.3% WB

1743 1771

370 841 532 376 863 532

532 5322511 3867 2584 3974824 858

276 2802486 1875 2561 1929

335 352

335 628 615 352 645 640

1578 1637K ML = K ML =K SS = K SS =


9.79% 42.8% NB 9.79%9.79% 57.3% SB 9.79%

Santa Barbara BoulevardSanta Barbara Boulevard



D Factors



42.8% NB57.3% SB

2520025200 29200

5400 1.16 94005400 9400 6200 9400

1.15 1.00

39000 29800 10300 4730039000 29800 10300 47300 53000 40200 13600 62200

1.36 1.35 1.32 1.32

3700 81003700 8100 6600 12600

1.78 22200 1.5622200 XXXX 2009 32800


25200 2520031000 31600








31000 316005400 1.23 9400 5400 1.25 94006600 9500 6700 95001.22 1.01 1.24 1.01

39000 29800 10300 47300 39000 29800 10300 4730059400 44800 15000 69000 61200 46100 15400 70900

1.52 1.50 1.46 1.46 1.57 1.55 1.50 1.50

3700 8100 3700 81008000 14700 8400 153002.16 22200 1.81 2.27 22200 1.89






(171) (597) (425) (171) (597) (425)303 577 527 347 762 5271.77 0.97 1.24 2.03 1.28 1.24

1.61 527 (327) 1.61 527 (327)1.03 1670 (1622) 1.39 2253 (1622)0.74 454 (611) 1.16 706 (611)

(261) 226 0.87 (261) 259 0.99(878) 1247 1.42 (878) 1682 1.92(123) 155 1.26 (123) 276 2.24

0.60 0.83 1.25 1.06 1.09 1.94155 431 339 276 569 527


(171) (597) (425) (171) (597) (425)







Calculated 2015 DHV




Santa Barbara Boulevard Santa Barbara Boulevard


(171) (597) (425) (171) (597) (425)370 841 532 376 863 5322.16 1.41 1.25 2.20 1.45 1.25

1.63 532 (327) 1.63 532 (327)1.55 2511 (1622) 1.59 2584 (1622)1.35 824 (611) 1.40 858 (611)

(261) 276 1.06 (261) 280 1.07(878) 1875 2.14 (878) 1929 2.20(123) 335 2.72 (123) 352 2.86

1.29 1.20 2.26 1.35 1.24 2.35335 628 615 352 645 640


Santa Barbara Boulevard Santa Barbara Boulevard







9000 1260016% 40% 45% 22% 47% 30%1417 3560 4024 7600 2824 5927 3837 7100

3528 13% 3267 11%40900 20434 76% 26800 49500 24698 80% 30800

47400 2787 10% 62200 2814 9%10% 2447 53500 15% 4748 61600

23700 87% 20500 31100 80% 248433% 703 5000 5% 1487 4900

2500 50001801 3025 2224 3555 4574 210126% 43% 32% 35% 45% 21%

7100 10200



7600

10500


6600

18000 25200

3900

PROJECT TRAFFIC FOR Country Club Boulevard AT Veterans Memorial Parkway: TO






28400 29400

14200




25% 49% 27% 25% 49% 26%3497 6931 3797 7000 3695 7216 3789 7000

3206 10% 3193 10%53300 26554 81% 32600 54400 27086 82% 33200

69000 2857 9% 70900 2871 9%17% 5837 65200 17% 6156 66400

34500 78% 26738 35500 77% 272815% 1891 4900 6% 2013 5000

6300 67004413 5183 2084 4667 5352 208138% 44% 18% 39% 44% 17%

11700 1210023400 24200

12100 12600

9300



Country Club BoulevardCountry Club Boulevard


9900

1015 1413

219 370 426 426 589 398

426 3982292 2998 2774 3447280 275

163 3181980 1712 2599 2072

105 209

105 276 209 209 439 205

590 853K ML = K ML =K SS = K SS =

1591 1653


42.8% NB57.3% SB

42.8% EB

D Factors57.3% WB


42.8% EB






9.79%9.79%

9.79%9.79%





42.8% NB57.3% SB

D Factors57.3% WB

1591 1653

521 678 392 555 706 392

392 3922987 3654 3049 3721275 280

389 4142884 2231 2971 2277

264 280

264 506 205 280 527 209

975 1016K ML = K ML =K SS = K SS =


9.79% 42.8% NB 9.79%9.79% 57.3% SB 9.79%

Country Club BoulevardCountry Club Boulevard



D Factors



42.8% NB57.3% SB

1800018000 25200

3900 1.40 76003900 7600 7600 7100

1.95 0.93

47400 40900 6600 5350047400 40900 6600 53500 62200 49500 10500 61600

1.31 1.21 1.59 1.15

2500 50002500 5000 5000 4900

2.00 14200 0.9814200 XXXX 2009 20400


18000 1800028400 29400








28400 294003900 1.58 7600 3900 1.63 76009300 7000 9900 70002.38 0.92 2.54 0.92

47400 40900 6600 53500 47400 40900 6600 5350069000 53300 12100 65200 70900 54400 12600 66400

1.46 1.30 1.83 1.22 1.50 1.33 1.91 1.24

2500 5000 2500 50006300 4900 6700 50002.52 14200 0.98 2.68 14200 1.00






(172) (443) (276) (172) (443) (276)219 370 426 426 589 3981.27 0.84 1.54 2.48 1.33 1.44

1.22 426 (348) 1.14 398 (348)1.04 2292 (2200) 1.26 2774 (2200)0.93 280 (300) 0.92 275 (300)

(240) 163 0.68 (240) 318 1.33(1259) 1712 1.36 (1259) 2072 1.65

(76) 105 1.38 (76) 209 2.75

0.56 0.96 1.54 1.11 1.53 1.51105 276 209 209 439 205


(172) (443) (276) (172) (443) (276)







Calculated 2015 DHV




Country Club Boulevard Country Club Boulevard


(172) (443) (276) (172) (443) (276)521 678 392 555 706 3923.03 1.53 1.42 3.23 1.59 1.42

1.13 392 (348) 1.13 392 (348)1.36 2987 (2200) 1.39 3049 (2200)0.92 275 (300) 0.93 280 (300)

(240) 389 1.62 (240) 414 1.73(1259) 2231 1.77 (1259) 2277 1.81

(76) 264 3.47 (76) 280 3.68

1.40 1.76 1.51 1.49 1.84 1.54264 506 205 280 527 209


Country Club Boulevard Country Club Boulevard






APPENDIX H NO-BUILD CORSIM RESULTS

Veterans Memorial Parkway/Santa Barbara Boulevard Intersection Report2015 Intersection Level of Service

No-Build - AM Peak Hour

Seed # 14,780 Seed # 15,959 Seed # 28,517 Seed # 9,253 Seed # 29,313 Seed # 31,070 Seed # 1,796 Seed # 19,162 Seed # 27,910 Seed # 23,444



906 910 Left 197 181 148.0 190 142.4 174 152.0 198 142.4 190 152.0 188 133.6 187 135.2 170 149.9 196 146.0 185 147.8 186 144.9 F 0.94

906 910 Thru 1949 1741 124.4 1761 122.5 1740 124.4 1731 123.4 1755 123.4 1724 123.9 1755 122.3 1752 122.9 1754 125.1 1750 122.8 1746 123.5 F 0.90

906 910 Right 79 66 78.0 54 85.8 52 84.4 62 85.1 58 82.0 55 83.3 62 77.0 69 80.5 57 82.4 48 90.0 58 82.8 F 0.74

OVERALL 2225 1988 125.0 2005 123.4 1966 125.8 1991 124.1 2003 124.9 1967 123.7 2004 122.1 1991 123.8 2007 125.9 1983 124.3 1991 124.3 F 0.89 -10.54% 5.108

920 910 Left 468 440 115.0 464 105.1 469 259.5 441 119.0 478 208.0 471 298.3 464 119.9 477 148.7 478 217.5 464 112.4 465 170.3 F 0.99

920 910 Thru 1540 1487 28.7 1490 26.0 1429 30.8 1459 24.8 1398 26.6 1454 34.5 1502 29.9 1463 26.3 1461 29.0 1448 27.3 1459 28.4 C 0.95

920 910 Right 209 189 8.8 216 10.2 173 8.6 209 10.8 208 9.1 200 7.5 203 8.5 205 10.0 185 9.2 192 8.5 198 9.1 A 0.95

OVERALL 2217 2116 44.9 2170 41.3 2071 80.7 2109 43.1 2084 66.4 2125 90.4 2169 47.1 2145 52.0 2124 69.7 2104 44.4 2122 58.0 E 0.96 -4.30% 2.046

911 910 Left 96 101 65.8 106 68.5 93 72.5 98 67.4 84 69.3 89 74.9 109 68.2 97 64.3 97 63.5 102 79.7 98 69.4 E 1.02

911 910 Thru 415 396 56.5 389 52.8 403 54.4 474 52.6 424 59.0 417 54.4 418 54.2 420 52.2 430 53.4 407 54.3 418 54.4 D 1.01

911 910 Right 527 539 36.1 537 37.6 536 40.1 464 35.2 528 36.0 530 36.3 509 36.9 522 36.8 508 35.2 532 37.6 521 36.8 D 0.99

OVERALL 1038 1036 46.8 1032 46.5 1032 48.6 1036 46.2 1036 48.1 1036 46.9 1036 47.2 1039 45.6 1035 45.4 1041 48.2 1036 46.9 D 1.00 -0.20% 0.065

912 910 Left 400 383 91.1 396 97.3 397 104.4 451 115.9 389 97.1 388 95.2 426 110.3 404 104.1 431 157.5 390 109.4 406 108.2 F 1.01

912 910 Thru 426 422 44.8 425 49.8 433 48.2 378 48.7 426 50.7 431 48.2 406 50.2 430 52.2 411 48.4 416 48.9 418 49.0 D 0.98

912 910 Right 197 214 7.9 201 9.1 193 6.8 195 7.4 207 8.3 196 7.9 194 8.4 198 8.9 186 7.3 208 7.5 199 8.0 A 1.01

OVERALL 1023 1019 54.5 1022 60.2 1023 62.2 1024 70.4 1022 59.8 1015 58.4 1026 67.3 1032 64.2 1028 86.7 1014 63.7 1023 64.7 E 1.00 -0.05% 0.016


930 940 Left 347 321 75.7 363 83.0 346 78.8 326 73.9 331 80.3 334 80.9 345 82.0 365 78.1 383 93.0 360 79.6 347 80.5 F 1.00

930 940 Thru 2253 2079 47.5 2090 47.7 2106 44.7 2051 45.1 2101 47.6 2071 47.6 2091 52.8 2058 42.8 2116 54.8 2110 46.4 2087 47.7 D 0.93

930 940 Right 276 257 11.1 241 11.6 230 10.2 259 11.9 235 11.3 237 11.7 232 14.4 261 11.3 240 15.0 223 11.0 242 12.0 B 0.88

OVERALL 2876 2657 47.4 2694 49.2 2682 46.2 2636 45.4 2667 48.5 2642 48.6 2668 53.2 2684 44.5 2739 56.6 2693 47.9 2676 48.8 D 0.93 -6.95% 3.792

945 940 Left 390 433 98.2 413 88.5 436 118.3 424 89.0 417 93.2 391 88.8 404 96.5 416 107.4 433 93.9 438 110.1 421 98.4 F 1.08

945 940 Thru 1682 1653 39.6 1693 31.1 1633 33.8 1637 33.9 1666 31.4 1684 33.3 1674 34.0 1682 33.9 1671 33.8 1660 31.0 1665 33.6 C 0.99

945 940 Right 527 522 14.4 528 14.9 556 13.3 553 14.9 459 10.8 521 13.3 559 14.9 492 14.8 517 14.1 537 13.6 524 13.9 B 1.00

OVERALL 2599 2608 44.3 2634 36.8 2625 43.5 2614 38.8 2542 37.8 2596 37.7 2637 39.5 2590 42.1 2621 39.8 2635 40.6 2610 40.1 D 1.00 0.43% 0.219

941 940 Left 251 188 132.9 224 128.4 171 118.3 207 213.3 182 160.0 192 191.6 208 117.8 223 224.5 201 185.3 198 107.2 199 157.9 F 0.79

941 940 Thru 762 563 123.0 595 114.6 568 97.2 628 209.0 606 149.1 611 189.1 593 111.8 615 205.1 614 184.8 587 106.7 598 149.0 F 0.78

941 940 Right 619 490 335.3 485 340.6 472 355.5 444 302.6 454 360.9 451 330.8 458 367.0 477 271.6 449 338.4 492 340.5 467 334.3 F 0.75

OVERALL 1632 1241 208.3 1304 201.0 1211 200.8 1279 242.2 1242 228.1 1254 240.4 1259 205.6 1315 232.5 1264 239.4 1277 196.8 1265 219.5 F 0.77 -22.51% 9.654

942 940 Left 597 507 413.8 529 395.4 544 268.5 552 172.1 558 216.2 536 283.7 554 255.8 526 375.7 569 134.7 575 222.0 545 273.8 F 0.91

942 940 Thru 569 497 177.8 491 271.7 578 53.5 610 52.2 594 51.0 548 65.4 557 55.2 465 190.1 604 49.6 567 48.8 551 101.5 F 0.97

942 940 Right 284 271 67.5 272 115.8 274 13.5 246 16.6 268 18.4 281 17.0 293 16.9 253 56.2 265 17.4 261 14.5 268 35.4 D 0.95

OVERALL 1450 1275 248.2 1292 289.5 1396 129.4 1408 93.0 1420 109.7 1365 141.1 1404 126.3 1244 241.4 1438 77.4 1403 113.4 1365 156.9 F 0.94 -5.90% 2.279

Intersection Total 8557 7781 104.9 7924 109.3 7914 83.6 7937 83.4 7871 84.4 7857 91.7 7968 85.6 7833 106.5 8062 83.5 8008 80.7 7916 91.4 F 0.93

960 970 Left 301 226 87.7 257 81.5 294 90.3 297 80.1 243 86.8 251 81.4 306 89.6 245 81.0 298 89.1 277 98.6 269 86.6 F 0.90

960 970 Thru 2884 2593 36.3 2565 34.2 2587 36.7 2491 33.1 2598 35.0 2557 35.8 2579 37.4 2544 35.4 2577 34.8 2621 38.5 2571 35.7 D 0.89

960 970 Right 284 258 17.3 255 17.4 258 20.0 250 15.1 241 18.8 252 21.0 234 18.3 272 19.1 244 19.2 262 20.9 253 18.7 B 0.89

OVERALL 3469 3077 38.5 3077 36.7 3139 40.3 3038 36.2 3082 37.8 3060 38.3 3119 41.1 3061 37.6 3119 38.8 3160 42.3 3093 38.8 D 0.89 -10.83% 6.561

980 970 Left 205 209 86.6 224 88.2 232 94.1 190 79.2 216 98.0 227 99.1 194 90.7 213 94.2 213 87.9 210 100.2 213 91.8 F 1.04

980 970 Thru 2072 2095 30.6 2061 29.9 2095 30.8 2110 31.4 2042 28.7 2099 31.3 2089 30.7 2088 28.5 2118 30.4 2101 30.3 2090 30.2 C 1.01

980 970 Right 398 359 11.7 384 13.7 350 13.4 374 14.3 414 13.8 353 13.9 387 16.1 370 13.7 333 13.7 359 12.9 368 13.7 B 0.93

OVERALL 2675 2663 32.4 2669 32.4 2677 34.0 2674 32.4 2672 32.0 2679 34.8 2670 33.0 2671 31.7 2664 32.9 2670 33.4 2671 32.9 C 1.00 -0.15% 0.079

971 970 Left 209 203 134.2 226 95.2 207 164.3 228 164.8 200 146.5 194 189.4 220 139.5 204 151.7 230 156.8 213 132.6 213 147.5 F 1.02

971 970 Thru 589 573 97.8 551 70.1 598 130.2 596 120.3 591 115.0 611 160.5 570 90.9 579 129.6 605 113.0 588 84.9 586 111.2 F 1.00

971 970 Right 280 287 78.2 287 44.0 291 110.2 251 93.5 264 88.6 255 135.6 290 67.3 257 106.4 263 90.8 273 57.8 272 87.2 F 0.97

OVERALL 1078 1063 99.5 1064 68.4 1096 131.3 1075 123.5 1055 114.4 1060 159.8 1080 94.4 1040 128.2 1098 116.9 1074 87.5 1071 112.4 F 0.99 -0.70% 0.229

972 970 Left 398 388 74.3 396 78.0 383 78.5 436 80.8 381 79.7 394 84.0 417 86.3 408 81.1 416 74.5 391 81.0 401 79.8 E 1.01

972 970 Thru 464 448 53.3 457 55.5 476 52.4 449 52.7 485 58.5 488 55.7 446 55.8 466 57.3 471 56.4 475 54.3 466 55.2 E 1.00

972 970 Right 318 335 35.6 327 34.5 319 29.5 296 30.2 307 37.6 291 34.4 319 32.8 304 31.1 300 26.3 310 30.5 311 32.2 C 0.98

OVERALL 1180 1171 55.2 1180 57.2 1178 54.7 1181 57.4 1173 59.9 1173 59.9 1182 60.4 1178 58.8 1187 55.1 1176 56.9 1178 57.6 E 1.00 -0.18% 0.061


Volume

Percent

Difference on

Links

CORSIM Run 2

CORSIM

/Count

(0.90<x<1.10)

GEH Statistic

(x<5.0)

CORSIM Nodes

CORSIM Run 5

Volume

CORSIM Run 4

VolumeVolume Volume

CORSIM Run 3

AVERAGE

CORSIM Run 1

AM PK



Volume

CORSIM Run 7

Volume



Skyline Boulevard

(Signalized)



(Signalized)

Eastbound

Westbound

Northbound

Southbound

Eastbound

Westbound

Northbound

Southbound



(Signalized)

Eastbound

Westbound

Northbound

Southbound

P:\Projects\OTHER\County\Lee\VeteransSantaBarbara\CORSIM\2015 No-build (Done)\Analysis Summary Files\2015 No-build_LOS_Intersection_AM.xlsm 8/17/2010 4:07 PM


No-Build - PM Peak Hour

Seed # 14,940 Seed # 15,413 Seed # 17,187 Seed # 2,909 Seed # 6 Seed # 28,668 Seed # 25,966 Seed # 24,064 Seed # 22,560 Seed # 11,552



906 910 Left 397 400 81.4 376 85.9 403 99.7 421 91.1 427 88.8 370 85.0 396 88.4 426 72.8 415 82.6 346 80.4 398 85.6 F 1.00

906 910 Thru 1540 1574 39.7 1558 42.5 1532 40.7 1521 38.6 1527 40.1 1577 38.8 1553 43.1 1538 38.7 1539 39.7 1612 41.6 1553 40.3 D 1.01

906 910 Right 96 64 13.2 89 14.7 90 14.8 82 13.1 78 12.5 84 11.1 82 15.1 77 12.9 79 13.7 75 14.5 80 13.6 B 0.83

OVERALL 2033 2038 47.1 2023 49.4 2025 51.3 2024 48.5 2032 49.3 2031 46.0 2031 50.8 2041 44.9 2033 47.4 2033 47.2 2031 48.2 D 1.00 -0.09% 0.042

920 910 Left 647 666 94.1 668 90.5 703 98.8 688 93.1 631 94.1 627 91.2 707 138.8 616 96.3 621 87.5 672 111.9 660 99.6 F 1.02

920 910 Thru 1949 1889 26.7 1913 31.1 1953 32.3 1987 29.9 1992 30.0 1985 30.3 1928 40.1 1991 27.0 1970 29.7 1968 32.0 1958 30.9 C 1.00

920 910 Right 280 265 9.4 271 10.5 227 10.6 257 8.7 279 11.9 265 9.2 276 9.7 245 10.2 255 9.7 260 9.2 260 9.9 A 0.93

OVERALL 2876 2820 41.0 2852 43.1 2883 46.8 2932 42.9 2902 42.2 2877 41.6 2911 61.2 2852 40.5 2846 40.5 2900 48.5 2878 44.8 D 1.00 0.05% 0.028

911 910 Left 179 166 78.8 181 91.4 167 96.8 167 81.3 170 81.4 193 82.4 191 88.0 199 92.2 175 94.8 197 78.3 181 86.5 F 1.01

911 910 Thru 376 393 73.2 363 72.6 381 71.3 379 73.3 382 74.9 372 72.6 375 71.2 368 71.6 362 70.6 350 72.5 373 72.4 E 0.99

911 910 Right 468 457 36.6 472 40.7 469 39.8 476 34.5 468 38.5 457 37.0 457 37.3 456 39.2 477 39.1 474 36.4 466 37.9 D 1.00

OVERALL 1023 1016 57.7 1016 61.1 1017 60.9 1022 56.5 1020 59.3 1022 58.5 1023 59.2 1023 61.1 1014 60.0 1021 56.9 1019 59.1 E 1.00 -0.35% 0.113

912 910 Left 209 198 86.5 213 90.4 200 90.0 210 90.2 217 93.7 214 90.7 212 94.3 221 98.9 219 92.3 205 110.5 211 93.8 F 1.01

912 910 Thru 390 414 71.2 387 76.4 392 71.1 399 73.2 393 70.9 388 74.4 386 70.8 382 73.3 375 74.9 395 75.5 391 73.2 E 1.00

912 910 Right 97 83 9.4 94 11.7 108 12.2 87 13.3 82 11.8 94 8.5 95 11.3 87 11.5 104 9.8 89 15.3 92 11.5 B 0.95

OVERALL 696 695 68.2 694 71.9 700 67.4 696 70.9 692 71.1 696 70.5 693 69.8 690 73.7 698 70.7 689 78.1 694 71.2 E 1.00 -0.24% 0.064


930 940 Left 284 274 109.4 279 111.3 294 114.7 291 98.9 277 110.4 293 110.7 247 107.3 302 108.7 305 103.9 323 119.8 289 109.5 F 1.02

930 940 Thru 1682 1723 36.3 1726 40.9 1701 36.9 1692 41.6 1690 40.1 1710 37.5 1718 41.0 1648 42.0 1686 39.1 1697 40.8 1699 39.6 D 1.01

930 940 Right 251 229 13.2 234 15.0 229 12.8 220 14.6 241 14.4 257 13.1 252 12.6 257 16.2 262 15.6 267 13.1 245 14.1 B 0.98

OVERALL 2217 2226 42.9 2239 46.9 2224 44.7 2203 46.5 2208 46.1 2260 44.2 2217 45.1 2207 48.1 2253 45.1 2287 48.7 2232 45.8 D 1.01 0.69% 0.327

945 940 Left 679 673 111.8 709 113.6 694 109.1 703 101.3 726 116.9 680 104.6 628 107.9 724 116.6 736 123.1 691 122.5 696 112.7 F 1.03

945 940 Thru 2253 2192 24.0 2204 25.4 2279 28.8 2272 27.5 2243 24.2 2234 29.3 2290 29.3 2261 26.9 2223 30.8 2245 27.7 2244 27.4 C 1.00

945 940 Right 427 410 7.7 429 8.4 436 9.8 405 9.4 384 8.7 420 10.0 409 10.1 410 11.1 443 9.6 410 10.1 416 9.5 A 0.97

OVERALL 3359 3275 40.0 3342 42.0 3409 42.7 3380 40.7 3353 42.5 3334 42.2 3327 41.8 3395 44.1 3402 48.0 3346 45.1 3356 42.9 D 1.00 -0.08% 0.047

941 940 Left 276 266 105.6 286 143.0 280 94.2 299 144.8 300 152.1 296 118.2 275 200.5 279 173.0 307 174.3 304 148.3 289 145.4 F 1.05

941 940 Thru 569 522 81.8 562 80.3 556 74.0 556 87.9 561 76.2 543 79.8 547 103.2 571 87.8 571 81.9 551 86.1 554 83.9 F 0.97

941 940 Right 390 425 75.3 386 75.3 394 72.5 398 89.4 363 70.0 403 84.9 409 94.2 374 79.2 353 70.4 379 82.0 388 79.3 E 1.00

OVERALL 1235 1213 84.7 1234 93.3 1230 78.1 1253 102.0 1224 93.0 1242 90.6 1231 121.9 1224 104.6 1231 101.7 1234 100.2 1232 97.0 F 1.00 -0.28% 0.097

942 940 Left 527 508 88.8 518 86.2 520 88.7 558 90.9 543 91.2 562 99.4 536 100.6 537 94.6 561 107.7 551 105.1 539 95.3 F 1.02

942 940 Thru 762 770 81.3 747 95.5 763 96.7 718 84.8 765 89.6 721 73.0 756 81.4 757 85.3 767 91.3 724 87.0 749 86.6 F 0.98

942 940 Right 347 344 25.6 353 26.6 339 26.2 358 29.8 343 28.9 357 27.2 364 26.2 340 28.3 325 25.1 344 25.3 347 26.9 C 1.00

OVERALL 1636 1622 71.8 1618 77.5 1622 79.4 1634 74.8 1651 77.5 1640 72.1 1656 75.5 1634 76.5 1653 83.8 1619 80.1 1635 76.9 E 1.00 -0.07% 0.027


960 970 Left 318 325 104.5 343 135.0 310 104.5 316 92.4 324 107.5 344 101.6 361 130.2 329 109.1 332 120.8 339 114.6 332 112.0 F 1.04

960 970 Thru 2072 2082 19.3 2057 22.4 2113 18.5 2129 19.4 2046 19.7 2110 19.4 2063 19.2 2066 19.7 2053 21.7 2107 20.1 2083 19.9 B 1.01

960 970 Right 209 229 10.7 217 8.7 193 7.7 210 8.9 233 9.0 223 7.3 223 9.3 188 8.9 199 6.7 187 8.0 210 8.5 A 1.01

OVERALL 2599 2636 29.0 2617 36.0 2616 27.9 2655 27.3 2603 29.7 2677 28.9 2647 33.5 2583 30.3 2584 33.3 2633 31.4 2625 30.7 C 1.01 1.00% 0.511

980 970 Left 305 304 83.3 286 83.4 299 81.4 324 85.0 304 87.3 306 78.4 308 83.3 299 85.4 287 82.6 298 82.0 302 83.2 F 0.99

980 970 Thru 2774 2777 32.6 2819 34.1 2823 34.1 2773 31.7 2782 33.6 2789 32.6 2751 33.6 2818 33.0 2837 33.4 2780 34.4 2795 33.3 C 1.01

980 970 Right 398 402 14.1 371 14.3 362 13.1 378 14.7 382 13.7 386 14.8 420 15.2 372 13.2 365 14.4 384 14.5 382 14.2 B 0.96

OVERALL 3477 3483 34.9 3476 36.0 3484 36.0 3475 34.8 3468 36.1 3481 34.6 3479 35.8 3489 35.4 3489 35.4 3462 36.3 3479 35.5 D 1.00 0.05% 0.027

971 970 Left 209 177 158.8 200 164.5 202 143.2 212 178.6 211 191.8 202 146.2 212 212.2 223 220.8 218 161.9 212 188.8 207 176.7 F 0.99

971 970 Thru 439 451 118.5 451 102.4 414 87.8 432 141.8 446 105.2 451 104.8 430 124.8 431 127.9 414 81.4 440 143.7 436 113.8 F 0.99

971 970 Right 205 192 55.3 201 45.8 223 34.4 216 77.9 195 45.2 197 44.8 200 56.5 201 66.4 221 32.0 182 72.9 203 53.1 D 0.99

OVERALL 853 820 112.4 852 103.6 839 87.0 860 134.8 852 112.9 850 100.7 842 130.6 855 137.7 853 89.2 834 139.7 846 114.9 F 0.99 -0.86% 0.250

972 970 Left 398 349 215.0 393 222.0 401 190.6 395 206.2 391 172.7 367 183.9 369 237.6 390 194.8 421 160.4 387 282.1 386 206.5 F 0.97

972 970 Thru 589 607 184.3 612 208.6 578 178.1 561 188.5 580 170.6 570 178.5 592 207.7 565 183.5 539 134.6 563 274.4 577 190.9 F 0.98

972 970 Right 376 336 168.5 345 202.9 368 184.4 382 211.7 364 185.0 356 201.4 356 201.4 350 189.3 370 127.3 355 244.3 358 191.6 F 0.95

OVERALL 1363 1292 188.5 1350 211.0 1347 183.6 1338 200.3 1335 175.2 1293 186.3 1317 214.4 1305 188.4 1330 140.7 1305 268.5 1321 195.7 F 0.97 -3.07% 1.141




(Signalized)

Eastbound

Westbound

Northbound

Southbound


Skyline Boulevard

(Signalized)



(Signalized)

Eastbound

Westbound

Northbound

Southbound

Eastbound

Westbound

Northbound

Southbound



Volume

CORSIM Run 7

Volume


Percent

Difference on

Links

CORSIM Run 2

CORSIM

/Count

(0.90<x<1.10)

GEH Statistic

(x<5.0)

CORSIM Nodes

CORSIM Run 5

Volume

CORSIM Run 4

VolumeVolume Volume

CORSIM Run 3

AVERAGE

CORSIM Run 1

PM PK

VOLUME Volume

P:\Projects\OTHER\County\Lee\VeteransSantaBarbara\CORSIM\2015 No-build (Done)\Analysis Summary Files\2015 No-build_LOS_Intersection_PM.xlsm 8/17/2010 4:07 PM


No-Build - AM Peak Hour




906 910 Left 372 277 135.3 241 139.7 262 138.9 293 144.0 273 146.4 274 138.9 250 132.5 286 142.5 265 147.6 293 141.9 271 140.8 F 0.73

906 910 Thru 2544 1770 117.1 1750 118.7 1732 117.8 1785 113.7 1783 115.8 1780 117.6 1774 117.5 1784 114.8 1771 116.1 1754 115.6 1768 116.5 F 0.70

906 910 Right 79 36 72.1 45 83.0 47 82.6 42 66.0 38 74.6 39 84.2 40 81.2 55 72.9 52 75.3 54 72.5 45 76.5 E 0.57

OVERALL 2995 2083 118.8 2036 120.4 2041 119.7 2120 117.0 2094 119.1 2093 119.7 2064 118.6 2125 117.5 2088 119.0 2101 118.2 2085 118.8 F 0.70 -30.40% 18.067

920 910 Left 672 532 412.2 538 380.1 501 442.7 520 373.8 520 374.5 518 417.3 542 372.5 524 367.0 511 425.0 527 406.5 523 397.2 F 0.78

920 910 Thru 1901 1594 68.5 1629 74.7 1686 58.0 1689 58.6 1607 113.8 1501 94.8 1710 46.8 1533 128.5 1601 87.4 1689 67.9 1624 79.9 E 0.85

920 910 Right 244 201 21.6 208 23.6 193 15.1 189 17.4 185 38.3 211 26.0 211 17.6 201 40.5 202 29.4 204 25.0 201 25.5 C 0.82

OVERALL 2817 2327 143.1 2375 139.4 2380 135.5 2398 123.7 2312 166.4 2230 163.2 2463 116.0 2258 176.0 2314 156.9 2420 138.0 2348 145.8 F 0.83 -16.66% 9.235

911 910 Left 133 139 81.2 143 75.8 134 71.5 144 71.6 140 78.6 136 79.7 142 72.6 149 81.8 162 77.2 133 66.6 142 75.7 E 1.07

911 910 Thru 427 428 54.5 428 56.1 429 52.5 422 55.7 414 53.6 436 56.7 399 54.3 400 55.9 439 55.3 428 56.6 422 55.1 E 0.99

911 910 Right 597 592 64.8 589 57.5 591 59.2 597 68.2 600 60.9 578 46.0 608 66.4 610 74.0 558 51.9 599 55.2 592 60.4 E 0.99

OVERALL 1157 1159 62.9 1160 59.2 1154 58.1 1163 64.1 1154 60.5 1150 54.0 1149 63.0 1159 68.8 1159 56.8 1160 57.0 1157 60.4 E 1.00 -0.03% 0.009

912 910 Left 402 392 141.2 397 154.1 399 305.1 391 172.9 383 166.5 411 278.5 382 103.8 414 134.3 401 354.5 399 205.6 397 201.7 F 0.99

912 910 Thru 438 446 51.5 443 51.5 430 50.2 443 52.2 427 51.4 447 52.6 439 52.7 439 51.6 440 54.4 438 51.7 439 52.0 D 1.00

912 910 Right 347 329 15.1 336 15.0 335 16.1 344 17.3 351 15.1 335 14.4 364 20.3 344 15.2 319 19.6 331 15.5 339 16.4 B 0.98

OVERALL 1187 1167 71.4 1176 75.7 1164 127.8 1178 82.1 1161 78.4 1193 119.7 1185 59.2 1197 69.7 1160 148.6 1168 94.0 1175 92.7 F 0.99 -1.02% 0.352


930 940 Left 414 323 74.4 326 76.0 327 72.2 332 76.1 352 74.7 341 78.3 326 77.4 332 79.7 327 76.8 321 73.8 331 75.9 E 0.80

930 940 Thru 2742 2162 45.3 2154 45.9 2106 43.6 2158 42.4 2142 43.6 2159 50.6 2154 42.3 2197 44.2 2089 45.9 2126 44.2 2145 44.8 D 0.78

930 940 Right 387 255 13.2 259 12.9 285 15.6 263 14.4 261 12.5 269 15.4 279 14.6 275 15.6 316 17.8 302 15.0 276 14.7 B 0.71

OVERALL 3543 2740 45.8 2739 46.4 2718 44.1 2753 43.8 2755 44.7 2769 50.6 2759 43.6 2804 45.6 2732 46.4 2749 44.4 2752 45.5 D 0.78 -22.33% 14.103

945 940 Left 561 534 89.7 576 140.5 556 278.4 575 118.6 569 169.4 574 113.9 596 138.3 578 118.5 587 172.1 571 150.4 572 149.0 F 1.02

945 940 Thru 2122 2100 45.5 2104 41.4 2009 61.0 2091 40.4 2104 44.8 2112 39.6 2126 42.7 2144 42.5 2095 43.9 2128 45.4 2101 44.7 D 0.99

945 940 Right 585 529 18.8 559 20.1 538 26.0 579 17.6 543 20.0 548 18.2 564 20.3 591 19.5 545 19.7 542 19.4 554 20.0 B 0.95

OVERALL 3268 3163 48.5 3239 55.4 3103 93.8 3245 50.2 3216 62.7 3234 49.1 3286 56.2 3313 51.6 3227 63.2 3241 59.5 3227 59.0 E 0.99 -1.26% 0.725

941 940 Left 387 251 304.2 254 309.2 260 336.8 258 321.7 253 313.4 248 314.9 247 277.0 257 289.6 266 323.7 225 307.2 252 309.8 F 0.65

941 940 Thru 949 624 263.8 624 262.3 615 245.1 609 254.3 592 258.1 613 254.4 592 267.7 581 273.2 605 260.1 598 279.8 605 261.9 F 0.64

941 940 Right 626 378 239.1 374 233.6 372 211.8 393 224.3 385 254.4 367 260.0 429 245.8 377 277.1 351 234.0 355 259.4 378 243.9 F 0.60

OVERALL 1962 1253 264.4 1252 263.2 1247 254.3 1260 258.8 1230 268.3 1228 268.3 1268 262.1 1215 277.8 1222 266.5 1178 278.9 1235 266.3 F 0.63 -37.04% 18.175

942 940 Left 605 500 375.7 466 464.2 473 361.7 465 407.4 481 443.0 481 404.5 485 391.1 489 408.1 469 428.8 463 442.2 477 412.7 F 0.79

942 940 Thru 710 631 233.2 560 246.8 601 231.3 578 289.3 596 262.7 653 165.8 574 254.4 598 198.4 656 205.9 579 258.7 603 234.7 F 0.85

942 940 Right 308 281 79.1 273 91.2 258 86.7 260 108.7 269 100.6 285 54.4 258 111.6 298 79.8 265 80.6 305 98.6 275 89.1 F 0.89

OVERALL 1623 1412 253.0 1299 292.1 1332 249.6 1303 295.4 1346 294.7 1419 224.3 1317 276.8 1385 246.9 1390 257.2 1347 285.5 1355 267.6 F 0.83 -16.51% 6.945


960 970 Left 311 231 97.2 241 89.3 233 95.5 253 88.4 254 101.9 255 98.4 250 90.2 217 88.3 226 82.0 215 101.9 238 93.3 F 0.76

960 970 Thru 3354 2628 38.2 2575 37.2 2513 38.8 2544 35.4 2538 37.1 2518 35.9 2582 35.5 2604 35.7 2455 34.8 2478 40.4 2544 36.9 D 0.76

960 970 Right 308 216 18.6 193 17.9 205 18.0 228 17.6 229 19.1 218 19.6 211 20.5 215 18.7 212 17.1 220 22.4 215 18.9 B 0.70

OVERALL 3973 3075 41.2 3009 40.2 2951 41.9 3025 38.5 3021 41.2 2991 40.0 3043 38.9 3036 38.2 2893 37.2 2913 43.5 2996 40.1 D 0.75 -24.60% 16.556

980 970 Left 230 260 120.1 229 91.8 274 128.7 250 125.8 247 120.3 246 122.1 224 105.7 221 104.1 252 111.8 262 137.5 247 116.8 F 1.07

980 970 Thru 2505 2479 30.3 2537 33.0 2508 32.9 2544 33.1 2502 33.4 2522 33.1 2517 33.2 2546 32.8 2513 33.0 2508 33.1 2518 32.8 C 1.01

980 970 Right 431 419 15.5 398 16.2 396 14.3 368 15.9 417 15.6 393 15.9 411 14.5 381 14.7 393 14.0 403 15.0 398 15.2 B 0.92

OVERALL 3166 3158 35.7 3164 35.1 3178 38.9 3162 38.4 3166 37.9 3161 37.9 3152 35.9 3148 35.6 3158 36.9 3173 39.4 3162 37.2 D 1.00 -0.13% 0.071

971 970 Left 308 267 356.5 278 330.2 298 373.4 267 338.2 277 323.4 279 335.1 280 329.4 282 342.2 288 369.3 285 329.8 280 342.8 F 0.91

971 970 Thru 777 679 279.2 653 284.5 623 262.3 649 281.1 659 271.0 668 268.7 666 267.6 663 273.6 627 262.9 647 275.0 653 272.6 F 0.84

971 970 Right 308 242 240.7 247 262.8 241 220.2 261 251.9 262 258.2 255 248.4 289 240.3 272 236.5 251 224.2 255 251.7 258 243.5 F 0.84

OVERALL 1393 1188 288.7 1178 290.8 1162 282.1 1177 287.6 1198 280.3 1202 279.8 1235 275.2 1217 281.2 1166 280.9 1187 283.2 1191 283.0 F 0.85 -14.50% 5.620

972 970 Left 431 441 99.2 446 110.9 452 187.1 434 105.8 435 137.0 449 138.2 410 88.2 444 92.6 462 282.4 451 133.0 442 137.4 F 1.03

972 970 Thru 580 592 64.5 568 64.6 555 65.4 572 58.4 566 60.6 575 58.7 565 60.9 575 59.8 545 71.2 566 64.6 568 62.9 E 0.98

972 970 Right 455 427 61.5 455 65.4 460 68.4 455 61.5 458 54.9 441 56.6 482 57.7 452 50.7 435 64.3 434 64.8 450 60.6 E 0.99

OVERALL 1466 1460 74.1 1469 78.9 1467 103.8 1461 73.5 1459 81.6 1465 82.4 1457 67.5 1471 66.9 1442 136.8 1451 85.9 1460 85.1 F 1.00 -0.40% 0.152


Volume

Percent

Difference on

Links

CORSIM Run 2

CORSIM

/Count

(0.90<x<1.10)

GEH Statistic

(x<5.0)

CORSIM Nodes

CORSIM Run 5

Volume

CORSIM Run 4

VolumeVolume Volume

CORSIM Run 3

AVERAGE

CORSIM Run 1

AM PK



Volume

CORSIM Run 7

Volume



Skyline Boulevard

(Signalized)



(Signalized)

Eastbound

Westbound

Northbound

Southbound

Eastbound

Westbound

Northbound

Southbound



(Signalized)

Eastbound

Westbound

Northbound

Southbound

P:\Projects\OTHER\County\Lee\VeteransSantaBarbara\CORSIM\2035 No-build (Done)\Analysis Summary Files\2035 No-build_LOS_Intersection_AM.xlsm 8/17/2010 4:08 PM


No-Build - PM Peak Hour




906 910 Left 422 388 166.9 423 315.2 417 200.5 387 145.6 376 161.9 431 293.4 416 156.9 382 181.3 373 204.4 424 253.7 402 208.0 F 0.95

906 910 Thru 1901 1741 106.4 1718 79.4 1799 104.2 1815 94.5 1758 111.4 1754 87.5 1801 89.1 1755 109.5 1782 106.7 1789 81.2 1771 97.0 F 0.93

906 910 Right 133 111 66.6 103 41.2 117 64.4 126 57.9 103 71.2 131 48.9 121 56.1 125 70.0 105 66.4 120 43.7 116 58.6 E 0.87

OVERALL 2456 2240 114.9 2244 122.1 2333 119.4 2328 101.0 2237 118.0 2316 123.7 2338 99.5 2262 119.4 2260 121.0 2333 110.6 2289 115.0 F 0.93 -6.80% 3.426

920 910 Left 672 452 223.4 453 229.7 484 211.8 474 195.8 481 205.7 480 201.9 427 229.8 480 204.4 533 201.0 441 217.2 471 212.1 F 0.70

920 910 Thru 2544 1806 152.3 1826 149.5 1835 147.1 1842 145.0 1905 132.8 1910 136.7 1750 157.2 1871 132.4 1930 114.6 1773 151.3 1845 141.9 F 0.73

920 910 Right 327 242 49.6 251 51.1 250 42.6 256 41.3 226 40.8 256 40.3 260 50.5 300 40.0 260 29.0 263 48.7 256 43.4 D 0.78

OVERALL 3543 2500 155.2 2530 154.1 2569 149.1 2572 144.0 2612 138.3 2646 139.2 2437 158.6 2651 135.0 2723 123.3 2477 152.1 2572 144.9 F 0.73 -27.41% 17.566

911 910 Left 179 178 87.1 176 101.9 183 101.8 168 109.5 168 125.5 191 81.9 176 98.4 171 121.6 143 124.5 187 87.7 174 104.0 F 0.97

911 910 Thru 438 435 66.8 430 83.7 408 88.2 386 85.9 397 108.0 458 59.4 429 87.2 411 109.9 382 105.9 418 68.0 415 86.3 F 0.95

911 910 Right 672 626 216.8 613 323.9 612 326.6 617 283.9 624 348.4 642 120.2 613 333.2 614 352.2 620 385.2 604 307.6 619 299.8 F 0.92

OVERALL 1289 1239 145.5 1219 207.1 1203 211.6 1171 193.6 1189 236.6 1291 93.0 1218 212.6 1196 236.0 1145 259.5 1209 190.8 1208 198.6 F 0.94 -6.28% 2.292

912 910 Left 244 256 125.5 248 103.6 252 116.0 228 87.5 233 105.3 265 114.6 245 104.0 229 92.6 211 108.6 272 112.5 244 107.0 F 1.00

912 910 Thru 427 445 64.0 415 60.8 439 64.2 441 64.8 459 64.3 443 63.8 422 63.3 447 63.0 472 65.1 420 62.8 440 63.6 E 1.03

912 910 Right 272 247 19.0 278 20.7 255 23.6 271 22.6 257 23.3 237 19.6 273 19.6 268 19.1 259 25.6 248 22.3 259 21.5 C 0.95

OVERALL 943 948 68.9 941 60.2 946 67.0 940 58.1 949 63.2 945 67.0 940 61.2 944 57.7 942 64.0 940 66.5 944 63.4 E 1.00 0.05% 0.016


930 940 Left 308 307 184.5 265 168.3 276 152.5 267 184.0 271 171.6 260 172.0 252 173.8 297 172.0 228 196.7 273 187.1 270 176.3 F 0.88

930 940 Thru 2122 1869 170.7 1875 154.7 1909 132.1 1885 178.0 1867 169.4 1846 173.4 1854 173.4 1863 159.7 1866 184.0 1917 180.0 1875 167.6 F 0.88

930 940 Right 387 328 102.9 326 83.8 333 59.5 315 104.5 333 96.5 306 95.0 341 100.7 322 89.2 303 108.5 309 107.8 322 94.8 F 0.83

OVERALL 2817 2504 163.5 2466 146.8 2518 124.7 2467 169.3 2471 159.8 2412 163.3 2447 163.3 2482 152.1 2397 175.7 2499 171.8 2466 159.0 F 0.88 -12.45% 6.823

945 940 Left 746 666 118.4 683 134.3 669 116.7 701 129.4 662 116.3 657 102.4 703 140.2 705 143.3 678 160.1 693 109.3 682 127.0 F 0.91

945 940 Thru 2742 2311 56.0 2369 63.5 2374 47.2 2368 51.2 2352 40.9 2418 43.0 2352 59.9 2315 51.6 2352 45.9 2332 42.1 2354 50.1 D 0.86

945 940 Right 585 481 26.8 473 32.1 521 21.9 510 25.8 493 15.1 493 15.5 470 25.4 496 23.5 479 16.9 523 16.0 494 21.9 C 0.84

OVERALL 4073 3458 63.9 3525 73.0 3564 56.5 3579 62.9 3507 51.5 3568 50.1 3525 71.3 3516 66.0 3509 64.0 3548 51.4 3530 61.1 E 0.87 -13.33% 8.809

941 940 Left 387 224 712.1 253 591.3 290 375.7 275 550.7 276 584.6 302 242.3 250 517.1 314 199.2 318 364.2 292 480.1 279 461.7 F 0.72

941 940 Thru 710 454 178.3 495 169.6 586 140.1 515 152.1 473 147.1 613 157.2 549 148.3 588 164.8 528 145.3 527 150.4 533 155.3 F 0.75

941 940 Right 561 364 114.2 354 120.0 453 112.1 395 100.5 401 93.0 471 155.9 411 99.6 482 165.1 495 105.9 403 108.3 423 117.5 F 0.75

OVERALL 1658 1042 270.7 1102 250.5 1329 182.0 1185 227.4 1150 233.2 1386 175.3 1210 208.0 1384 172.7 1341 182.7 1222 215.3 1235 211.8 F 0.74 -25.51% 11.119

942 940 Left 585 453 317.0 413 478.6 398 493.7 390 428.7 398 438.2 423 520.5 422 420.7 418 425.0 334 458.6 402 452.7 405 443.4 F 0.69

942 940 Thru 949 755 276.5 647 498.9 628 566.0 657 569.1 704 540.0 631 552.6 685 489.0 675 487.3 688 586.4 643 588.0 671 515.4 F 0.71

942 940 Right 414 352 124.2 319 176.7 314 210.3 297 185.8 318 194.4 267 208.8 306 166.9 319 163.7 308 211.4 316 209.5 312 185.2 F 0.75

OVERALL 1948 1560 253.9 1379 418.3 1340 461.2 1344 443.7 1420 434.1 1321 472.8 1413 398.8 1412 395.8 1330 467.5 1361 460.1 1388 420.6 F 0.71 -28.75% 13.712


960 970 Left 455 380 112.0 363 107.5 409 111.9 380 94.1 363 149.5 368 94.3 370 95.3 385 100.0 363 109.4 362 127.0 374 110.1 F 0.82

960 970 Thru 2505 2043 23.5 2068 23.3 2149 23.0 2073 19.2 2074 24.9 2124 21.7 2102 20.6 2162 21.8 2111 20.5 2154 24.8 2106 22.3 C 0.84

960 970 Right 308 251 8.6 236 9.7 226 9.2 249 9.5 229 10.0 253 9.9 235 8.4 235 8.9 228 7.6 222 10.5 236 9.2 A 0.77

OVERALL 3268 2674 34.7 2667 33.5 2784 35.0 2702 28.8 2666 40.6 2745 30.4 2707 29.7 2782 31.5 2702 31.4 2738 37.2 2717 33.3 C 0.83 -16.87% 10.078

980 970 Left 308 296 135.1 289 139.7 307 142.4 283 130.2 287 141.0 309 142.6 285 145.2 278 129.9 299 132.6 261 137.4 289 137.6 F 0.94

980 970 Thru 3354 2980 98.9 3012 97.2 3013 96.5 2995 98.7 2974 100.6 3017 98.0 2976 97.1 2970 97.8 2944 102.0 2938 101.5 2982 98.8 F 0.89

980 970 Right 431 345 65.7 389 62.9 395 63.1 366 64.9 330 69.8 371 64.0 389 64.5 387 63.5 355 68.5 352 69.0 368 65.6 E 0.85

OVERALL 4093 3621 98.7 3690 96.9 3715 96.8 3644 97.7 3591 101.0 3697 98.3 3650 97.4 3635 96.6 3598 101.3 3551 100.9 3639 98.6 F 0.89 -11.09% 7.298

971 970 Left 308 260 770.0 262 632.8 265 583.6 267 439.4 260 551.0 274 747.1 266 503.8 265 480.5 246 456.0 270 664.9 264 582.9 F 0.86

971 970 Thru 580 500 279.5 489 299.6 501 281.2 527 284.5 530 275.2 503 239.1 519 316.7 532 322.0 578 326.6 493 245.9 517 287.0 F 0.89

971 970 Right 230 177 185.7 211 203.8 202 198.0 220 195.4 197 187.8 186 152.1 217 224.8 221 243.3 201 276.6 189 170.9 202 203.8 F 0.88

OVERALL 1118 937 397.9 962 369.3 968 346.6 1014 306.0 987 330.4 963 366.9 1002 346.5 1018 346.2 1025 347.8 952 349.9 983 350.7 F 0.88 -12.09% 4.172

972 970 Left 431 346 324.2 381 312.1 371 309.8 341 311.9 327 316.0 351 323.3 346 306.6 358 292.5 283 327.9 362 309.5 347 313.4 F 0.80

972 970 Thru 777 610 299.5 615 284.7 617 282.0 617 282.7 632 291.7 655 290.2 620 294.8 627 283.3 628 302.9 608 292.3 623 290.4 F 0.80

972 970 Right 411 308 250.9 349 245.9 325 261.5 341 250.3 307 264.8 288 235.7 302 270.7 347 247.9 312 266.7 326 264.7 321 255.9 F 0.78

OVERALL 1619 1264 294.4 1345 282.4 1313 284.8 1299 281.9 1266 291.5 1294 287.0 1268 292.3 1332 276.5 1223 299.5 1296 290.2 1290 288.0 F 0.80 -20.32% 8.627


Volume

Percent

Difference on

Links

CORSIM Run 2

CORSIM

/Count

(0.90<x<1.10)

GEH Statistic

(x<5.0)

CORSIM Nodes

CORSIM Run 5

Volume

CORSIM Run 4

VolumeVolume Volume

CORSIM Run 3

AVERAGE

CORSIM Run 1

PM PK



Volume

CORSIM Run 7

Volume



Skyline Boulevard

(Signalized)



(Signalized)

Eastbound

Westbound

Northbound

Southbound

Eastbound

Westbound

Northbound

Southbound



(Signalized)

Eastbound

Westbound

Northbound

Southbound

P:\Projects\OTHER\County\Lee\VeteransSantaBarbara\CORSIM\2035 No-build (Done)\Analysis Summary Files\2035 No-build_LOS_Intersection_PM.xlsm 8/17/2010 4:08 PM

APPENDIX I ALTERNATIVE 1 CORSIM RESULTS


Alternative 1 - AM Peak Hour




907 910 Left 197 182 59.4 180 60.2 235 60.2 194 60.2 200 55.3 194 60.5 164 60.5 200 56.4 174 57.3 183 58.3 191 58.8 E 0.97

907 910 Thru 33 30 28.4 29 43.1 37 45.8 29 39.4 27 32.7 28 34.3 33 37.7 23 39.4 33 33.6 28 32.8 30 36.7 D 0.90

907 910 Right 79 77 7.4 81 8.7 75 7.9 77 8.0 69 8.5 73 6.6 71 8.1 77 8.9 72 7.5 75 7.7 75 7.9 A 0.95

OVERALL 309 289 42.3 290 44.1 347 47.4 300 44.8 296 42.3 295 44.6 268 43.8 300 42.9 279 41.6 286 42.5 295 43.6 D 0.95 -4.53% 0.806

916 910 Left 468 478 53.1 469 52.4 479 57.6 509 54.3 468 51.5 510 55.4 491 52.7 530 52.2 467 54.3 470 56.0 487 53.9 D 1.04

916 910 Thru 15 15 26.1 14 30.1 19 33.8 16 31.6 17 30.0 12 25.8 13 25.0 10 20.5 5 27.0 12 33.8 13 28.4 C 0.89

916 910 Right 209 226 7.1 218 7.3 193 7.3 181 6.3 226 8.7 191 7.6 205 7.1 185 7.2 210 7.1 212 5.9 205 7.2 A 0.98

OVERALL 692 719 38.1 701 37.9 691 42.9 706 41.5 711 37.4 713 42.1 709 39.0 725 40.3 682 39.6 694 40.3 705 39.9 D 1.02 1.89% 0.496

911 910 Left 96 114 58.2 101 68.4 102 63.8 106 59.1 103 58.2 99 59.0 111 61.5 117 60.8 115 56.0 115 66.4 108 61.1 E 1.13

911 910 Thru 415 421 37.6 419 38.3 424 35.7 395 37.3 448 38.6 427 38.0 418 38.1 416 37.8 434 40.7 392 36.1 419 37.8 D 1.01

911 910 Right 527 508 7.7 523 7.3 520 7.8 541 7.5 493 6.8 519 7.2 516 7.6 505 8.1 491 6.9 532 7.4 515 7.4 A 0.98

OVERALL 1038 1043 25.3 1043 25.7 1046 24.6 1042 24.1 1044 25.5 1045 24.7 1045 25.5 1038 25.9 1040 26.4 1039 24.7 1043 25.3 C 1.00 0.43% 0.140

912 910 Left 400 419 55.2 405 55.5 403 54.9 399 53.7 433 53.9 422 52.4 437 55.4 410 53.5 433 54.5 409 54.8 417 54.4 D 1.04

912 910 Thru 426 424 29.4 415 27.8 436 30.0 417 28.3 402 27.0 407 28.7 396 26.1 431 30.5 409 30.0 412 27.9 415 28.6 C 0.97

912 910 Right 197 187 4.1 209 3.7 190 4.1 214 4.0 195 3.9 208 4.1 199 3.9 188 3.8 183 4.0 208 3.5 198 3.9 A 1.01

OVERALL 1023 1030 35.3 1029 33.8 1029 35.0 1030 33.1 1030 33.9 1037 33.4 1032 34.2 1029 34.8 1025 35.7 1029 33.7 1030 34.3 C 1.01 0.68% 0.218

Intersection Total 3062 3081 33.2 3063 33.0 3113 34.6 3078 33.1 3081 32.7 3090 33.5 3054 33.2 3092 33.9 3026 33.9 3048 33.0 3073 33.4 C 1.00

933 940 Left 347 365 61.9 351 60.4 351 59.2 363 60.7 360 59.2 362 61.3 358 60.2 365 63.5 352 59.5 362 63.3 359 60.9 E 1.03

933 940 Thru 117 95 33.1 106 45.3 121 42.4 110 42.7 131 49.2 117 39.5 115 42.7 122 42.5 99 44.7 109 38.2 113 42.0 D 0.96

933 940 Right 276 300 7.5 267 7.8 283 9.0 245 7.2 282 7.0 261 7.0 264 7.1 264 7.7 253 8.0 269 7.5 269 7.6 A 0.97

OVERALL 740 760 36.8 724 38.8 755 37.7 718 39.7 773 38.4 740 38.7 737 38.5 751 40.5 704 38.9 740 39.3 740 38.7 D 1.00 0.03% 0.007

944 940 Left 390 413 57.8 387 55.2 399 58.6 418 54.7 409 56.8 389 59.0 441 61.2 430 55.3 403 59.8 402 58.2 409 57.6 E 1.05

944 940 Thru 73 77 40.9 64 34.7 77 36.4 54 34.9 83 46.4 79 38.9 79 39.5 81 50.9 88 41.0 77 44.6 76 40.8 D 1.04

944 940 Right 527 537 26.5 504 24.8 557 25.8 516 25.9 543 24.6 541 28.1 510 24.7 505 25.9 510 24.9 539 25.7 526 25.7 C 1.00

OVERALL 990 1027 40.2 955 37.8 1033 39.3 988 38.6 1035 39.1 1009 40.8 1030 41.5 1016 40.3 1001 40.4 1018 39.9 1011 39.8 D 1.02 2.14% 0.670

941 940 Left 251 267 57.2 268 60.4 235 60.8 270 56.8 253 56.8 256 55.5 272 57.1 296 55.8 282 55.9 282 53.6 268 57.0 E 1.07

941 940 Thru 762 791 40.5 750 40.2 828 42.4 783 39.5 815 39.7 795 40.3 793 41.8 791 38.9 759 40.1 753 39.3 786 40.3 D 1.03

941 940 Right 619 589 10.7 620 10.7 580 10.7 590 10.9 574 11.4 592 11.0 572 10.8 556 12.5 600 12.5 616 11.8 589 11.3 B 0.95

OVERALL 1632 1647 32.6 1638 32.3 1643 33.9 1643 32.1 1642 32.4 1643 32.1 1637 33.5 1643 33.0 1641 32.7 1651 31.5 1643 32.6 C 1.01 0.66% 0.267

942 940 Left 597 626 53.0 600 51.9 606 48.5 618 51.0 629 51.0 611 53.2 646 50.2 621 51.2 672 53.0 602 52.1 623 51.5 D 1.04

942 940 Thru 569 571 32.2 568 30.2 575 29.3 542 28.8 555 31.8 543 27.8 555 29.2 580 30.0 524 31.7 563 31.3 558 30.2 C 0.98

942 940 Right 284 265 5.3 293 5.8 281 5.6 295 7.0 279 5.5 303 6.4 261 5.2 255 6.0 270 6.0 298 5.5 280 5.8 A 0.99

OVERALL 1450 1462 36.2 1461 34.2 1462 32.7 1455 33.8 1463 35.0 1457 34.0 1462 34.2 1456 34.8 1466 36.7 1463 34.6 1461 34.6 C 1.01 0.74% 0.280


963 970 Left 301 300 57.2 280 56.4 304 57.4 310 67.1 309 59.5 299 61.5 291 61.9 316 61.1 311 60.9 302 60.0 302 60.3 E 1.00

963 970 Thru 29 21 35.5 26 22.6 34 26.6 24 38.0 24 35.9 31 35.2 23 42.2 25 23.6 24 43.2 20 37.9 25 34.1 C 0.87

963 970 Right 284 289 8.5 265 9.8 287 10.3 260 8.0 277 9.6 267 9.0 264 7.5 274 9.4 243 8.8 275 8.3 270 8.9 A 0.95

OVERALL 614 610 33.4 571 33.2 625 34.1 594 40.0 610 35.9 597 36.6 578 36.3 615 36.5 578 38.3 597 35.4 598 36.0 D 0.97 -2.69% 0.670

978 970 Left 205 184 63.0 212 63.0 230 59.0 198 52.1 257 62.3 199 60.5 188 61.5 208 54.6 217 59.9 192 56.7 209 59.3 E 1.02

978 970 Thru 140 136 35.0 123 36.9 162 34.4 127 34.3 155 32.7 149 38.1 119 36.9 141 37.1 100 44.3 131 30.9 134 36.1 D 0.96

978 970 Right 398 381 12.8 389 13.2 360 12.0 385 11.7 341 14.6 356 13.0 373 12.6 336 11.0 357 12.4 372 12.8 365 12.6 B 0.92

OVERALL 743 701 30.3 724 31.8 752 31.2 710 27.0 753 34.6 704 31.7 680 30.4 685 29.6 674 32.4 695 28.4 708 30.7 C 0.95 -4.74% 1.307

971 970 Left 209 226 53.2 207 60.4 206 54.2 202 52.7 226 52.2 208 58.8 222 53.5 229 63.3 228 60.3 222 53.1 218 56.2 E 1.04

971 970 Thru 589 606 40.7 597 41.6 617 42.7 593 38.6 609 42.1 594 41.2 577 38.3 596 40.1 598 41.0 587 38.9 597 40.5 D 1.01

971 970 Right 280 255 8.7 280 8.3 262 9.2 292 9.1 259 9.3 284 8.5 284 8.1 260 8.0 255 8.0 279 7.4 271 8.5 A 0.97

OVERALL 1078 1087 35.8 1084 36.6 1085 36.8 1087 33.3 1094 36.4 1086 36.0 1083 33.5 1085 37.3 1081 37.3 1088 33.7 1086 35.7 D 1.01 0.74% 0.243

972 970 Left 398 423 52.1 397 52.2 389 52.8 400 55.3 408 55.1 392 51.6 412 53.9 410 54.2 445 51.7 394 53.4 407 53.2 D 1.02

972 970 Thru 464 479 32.7 478 32.3 507 34.0 467 32.2 489 33.4 481 32.8 455 30.6 484 33.2 444 33.9 475 34.7 476 33.0 C 1.03

972 970 Right 318 287 11.6 319 8.4 295 10.1 316 8.3 293 12.3 319 9.6 320 9.3 294 10.3 302 9.1 320 9.4 307 9.8 A 0.96

OVERALL 1180 1189 34.5 1194 32.5 1191 34.2 1183 33.6 1190 35.6 1192 32.8 1187 32.9 1188 34.8 1191 34.3 1189 34.1 1189 33.9 C 1.01 0.80% 0.273


Volume

Percent

Difference on

Links

CORSIM Run 2

CORSIM

/Count

(0.90<x<1.10)

GEH Statistic

(x<5.0)

CORSIM Nodes

CORSIM Run 5

Volume

CORSIM Run 4

VolumeVolume Volume

CORSIM Run 3

AVERAGE

CORSIM Run 1

AM PK



Volume

CORSIM Run 7

Volume



Skyline Boulevard

(Signalized)



(Signalized)

Eastbound

Westbound

Northbound

Southbound

Eastbound

Westbound

Northbound

Southbound



(Signalized)

Eastbound

Westbound

Northbound

Southbound

P:\Projects\OTHER\County\Lee\VeteransSantaBarbara\CORSIM\2015 Alternative 1 (Done)\Analysis Summary Files\2015 Alt 1_LOS_Intersection_AM.xlsm 8/17/2010 4:08 PM

2015 CORSIM Freeway Outputs - Alternative 1 AM Peak Hour

A B

Skyline Boulevard Eastbound Basic 607 615 1,916 1,937 20.20 1,933 20.12 1,879 19.37 1,928 19.97 1,933 20.14 1,929 20.01 1,956 20.32 1,925 19.96 1,941 20.19 1,942 20.22 1,930 20.05 C 0.75%

Santa Barbara Boulevard Eastbound Basic 633 643 2,136 2,115 22.32 2,173 22.92 2,068 21.61 2,164 22.72 2,102 22.19 2,150 22.49 2,202 23.12 2,104 22.09 2,196 23.01 2,173 22.85 2,145 22.53 C 0.41%

Country Club Boulevard Eastbound Basic 663 677 2,855 2,827 30.14 2,920 31.34 2,762 29.27 2,877 30.54 2,807 29.99 2,872 30.45 2,945 31.74 2,789 29.81 2,981 32.17 2,897 31.02 2,868 30.65 D 0.44%

Country Club Boulevard Westbound Basic 878 864 1,932 1,972 20.54 1,953 20.30 1,920 19.96 1,954 20.31 1,916 20.03 1,956 20.45 1,995 20.79 1,974 20.62 1,993 20.85 1,981 20.61 1,961 20.44 C 1.52%

Santa Barbara Boulevard Westbound Basic 844 834 1,609 1,591 16.49 1,630 17.08 1,536 15.95 1,613 16.73 1,546 16.05 1,622 16.82 1,622 16.81 1,633 17.00 1,617 16.76 1,622 16.88 1,603 16.66 C -0.36%

Skyline Boulevard Westbound Basic 816 808 1,525 1,470 15.17 1,553 16.09 1,428 14.80 1,530 15.77 1,432 14.77 1,537 15.89 1,518 15.71 1,524 15.76 1,565 16.24 1,590 16.44 1,515 15.66 B -0.68%

75

66

43

Segment Speeds

A B

Skyline Boulevard Eastbound Basic 607 615 47.82 48.05 48.39 48.23 47.96 48.26 48.21 48.14 48.07 47.95 48.11

Santa Barbara Boulevard Eastbound Basic 633 643 47.47 47.45 48.00 47.75 47.54 47.86 47.58 47.75 47.66 47.47 47.65

Country Club Boulevard Eastbound Basic 663 677 46.92 46.70 47.20 46.98 46.78 47.09 46.68 46.87 46.49 46.66 46.84

Country Club Boulevard Westbound Basic 878 864 47.94 48.09 48.18 48.15 47.82 48.04 48.04 47.96 47.80 47.98 48.00

Santa Barbara Boulevard Westbound Basic 844 834 48.23 47.87 48.31 48.22 48.16 48.20 48.30 47.97 48.16 48.25 48.17

Skyline Boulevard Westbound Basic 816 808 48.46 48.27 48.35 48.44 48.63 48.22 48.44 48.38 48.07 48.30 48.36

Volume

Percent

Difference

Demand

VolumeCORSIM

Volume

Density

(Veh./

Lane/Mi.)

AverageRun 4

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

Level of Service

Veterans Memorial Parkway Toll Justification Report

Run 5 Run 6 Run 7 Run 8 Run 9 Run 10Run 1 Run 2 Run 3

DirectionVeterans Memorial Parkway section aboveLOS

CORSIM NodesType

Section

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

Density (Veh./Lane/Mi.)

Density above

Density above

Density above

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

Run 6

Speed

Run 5

Speed

Run 4

Speed

Run 3

Speed

Run 2

SpeedAverage

Run 10

Speed

Run 9

Speed

Run 8

Speed

Run 7

Speed

Type

SectionDirectionVeterans Memorial Parkway section above

CORSIM NodesRun 1

Speed

P:\Projects\OTHER\County\Lee\VeteransSantaBarbara\CORSIM\2015 Alternative 1 (Done)\Analysis Summary Files\2015 Alt 1_ LOS_Freeway_AM.xlsm 8/17/20104:09 PM

Skyline Boulevard Santa Barbara Boulevard Country Club Boulevard

808 816 834 844 864 878

Distance (Ft) 1,913 2,082 2,252

Speed (mph) 48.36 48.17 48.00

Density (Veh./Lane/Mi.) 15.66 16.66 20.44

1 1 1

2 2 2

Simulated Volumes 1,515 1,603 1,961

Demand Volumes 1,525 1,609 1,932



2 2 2

1 1 1

Westbound

Eastbound


Distance (Ft) 1,903 2,082 2,337

Speed (mph) 48.11 47.65 46.84


607 615 633 643 663 677

123 Node Number

Speed (mph)

20 and below Density (Veh./Lane/Mi.)

20 - 30 Density above 75

30-45 Density above 66

45 and above Density above 43

2000

90.00%

VETERANS MEMORIAL PARKWAY

2015 LANE SCHEMATICS

ALTERNATIVE 1 - AM PEAK HOURSimulated volume is highlighted when

compared to demand, simulated falls below =

Freeway Geometric Coloring

LEGEND

P:\Projects\OTHER\County\Lee\VeteransSantaBarbara\CORSIM\2015 Alternative 1 (Done)\Analysis Summary Files\2015 Alt 1_ LOS_Freeway_AM.xlsm 8/17/2010 4:09 PM


Alternative 1 - PM Peak Hour




907 910 Left 397 399 64.9 344 68.1 414 70.1 428 65.0 414 70.4 372 69.1 380 69.7 408 67.6 402 66.4 423 68.1 398 67.9 E 1.00

907 910 Thru 26 24 30.7 31 31.2 27 47.6 16 46.9 22 48.5 36 32.7 20 48.5 26 53.0 22 45.3 22 41.5 25 42.6 D 0.95

907 910 Right 96 78 8.7 83 7.6 110 9.4 91 9.4 81 8.3 101 11.4 92 9.2 83 7.6 104 9.8 99 8.3 92 9.0 A 0.96

OVERALL 519 501 54.5 458 54.7 551 56.9 535 55.0 517 59.7 509 55.1 492 57.5 517 57.3 528 54.4 544 56.1 515 56.1 E 0.99 -0.73% 0.167

916 910 Left 647 626 59.5 620 64.3 700 62.9 654 58.6 619 61.0 669 62.4 630 64.4 643 64.0 664 68.8 648 63.2 647 62.9 E 1.00

916 910 Thru 19 13 35.1 15 33.0 16 31.6 17 29.2 21 37.5 11 48.9 9 40.2 19 25.7 15 44.8 23 31.1 16 35.7 D 0.84

916 910 Right 280 283 11.1 275 7.9 278 8.5 260 9.3 280 8.5 254 8.4 276 9.3 280 9.2 281 9.1 276 9.2 274 9.1 A 0.98

OVERALL 946 922 44.3 910 46.7 994 47.2 931 44.3 920 44.5 934 47.6 915 47.5 942 46.9 960 51.0 947 46.7 938 46.7 D 0.99 -0.90% 0.277

911 910 Left 179 179 72.5 181 65.5 189 71.4 167 79.1 180 76.9 188 70.4 166 80.5 189 70.0 176 75.1 197 72.6 181 73.4 E 1.01

911 910 Thru 376 391 44.2 367 40.4 381 41.5 399 41.9 355 41.7 372 45.1 389 39.6 390 43.9 375 41.9 370 41.5 379 42.2 D 1.01

911 910 Right 468 443 6.1 478 5.6 455 5.5 457 6.0 482 6.1 456 5.8 470 6.1 437 6.2 471 5.7 451 5.9 460 5.9 A 0.98

OVERALL 1023 1013 32.5 1026 28.6 1025 31.0 1023 31.9 1017 31.0 1016 32.1 1025 30.8 1016 32.5 1022 30.9 1018 31.7 1020 31.3 C 1.00 -0.28% 0.091

912 910 Left 209 243 73.5 207 68.4 196 74.5 211 69.4 211 67.6 222 71.6 210 78.2 229 73.0 181 73.0 210 72.0 212 72.1 E 1.01

912 910 Thru 390 370 41.5 385 43.6 398 42.0 396 42.4 387 43.2 370 43.2 382 42.4 372 41.4 417 43.8 389 42.8 387 42.6 D 0.99

912 910 Right 97 77 3.7 101 3.9 96 3.7 81 3.5 89 4.2 93 3.6 93 4.2 93 3.6 88 3.7 90 3.4 90 3.8 A 0.93

OVERALL 696 690 48.6 693 45.2 690 45.9 688 46.1 687 45.6 685 47.0 685 48.2 694 46.7 686 46.4 689 46.6 689 46.6 D 0.99 -1.05% 0.277


933 940 Left 284 282 69.7 302 66.2 286 74.0 275 72.1 283 72.5 297 70.7 300 72.3 317 74.2 283 72.1 288 69.9 291 71.4 E 1.03

933 940 Thru 88 82 40.3 91 49.2 90 48.2 99 45.1 82 44.3 83 39.8 69 55.3 89 47.7 92 42.1 85 49.6 86 46.2 D 0.98

933 940 Right 251 247 7.8 267 8.9 253 8.2 262 8.2 271 7.5 250 7.1 218 6.9 227 7.6 262 8.8 249 7.8 251 7.9 A 1.00

OVERALL 623 611 40.8 660 40.7 629 43.8 636 41.6 636 41.2 630 41.4 587 46.0 633 46.6 637 41.7 622 42.3 628 42.6 D 1.01 0.82% 0.204

944 940 Left 679 629 63.2 658 63.1 731 59.8 701 61.1 680 60.6 690 63.7 684 63.4 671 64.7 700 60.8 679 61.3 682 62.2 E 1.00

944 940 Thru 96 85 42.4 100 38.5 83 35.7 106 39.0 102 35.5 104 42.2 88 34.5 89 36.5 97 36.2 88 33.7 94 37.4 D 0.98

944 940 Right 427 414 23.8 409 24.7 396 21.9 381 22.9 418 22.5 393 24.6 384 23.1 420 22.7 406 24.8 403 21.9 402 23.3 C 0.94

OVERALL 1202 1128 47.2 1167 47.5 1210 45.8 1188 46.9 1200 45.2 1187 48.9 1156 47.8 1180 47.6 1203 46.7 1170 45.7 1179 46.9 D 0.98 -1.92% 0.670

941 940 Left 276 272 67.3 272 71.6 283 70.5 255 72.0 280 69.2 283 71.2 287 69.7 315 68.4 254 71.1 293 63.7 279 69.5 E 1.01

941 940 Thru 569 582 50.5 577 48.1 568 49.4 602 50.1 557 51.2 582 53.2 569 51.2 549 52.4 607 50.4 578 52.7 577 50.9 D 1.01

941 940 Right 390 390 7.8 387 7.8 388 7.2 378 7.6 397 7.7 372 7.7 383 7.9 367 8.2 380 7.9 367 7.0 381 7.7 A 0.98

OVERALL 1235 1244 40.8 1236 40.7 1239 41.0 1235 41.6 1234 41.3 1237 43.6 1239 42.1 1231 43.3 1241 41.6 1238 41.8 1237 41.8 D 1.00 0.19% 0.068

942 940 Left 527 514 65.7 501 66.9 550 65.9 531 69.4 525 63.9 548 65.5 569 64.3 577 67.1 496 65.4 550 66.8 536 66.1 E 1.02

942 940 Thru 762 762 43.1 784 45.0 755 42.6 801 43.9 788 44.6 766 44.2 728 42.8 733 44.3 803 40.8 776 43.9 770 43.5 D 1.01

942 940 Right 347 360 6.9 358 6.2 337 6.5 312 6.6 331 6.2 328 6.8 345 6.7 326 6.4 349 6.2 323 6.6 337 6.5 A 0.97

OVERALL 1636 1636 42.3 1643 43.2 1642 43.0 1644 45.1 1644 43.0 1642 43.8 1642 42.7 1636 44.8 1648 40.9 1649 44.2 1643 43.3 D 1.00 0.40% 0.163


963 970 Left 318 308 72.8 320 72.3 339 72.5 328 70.5 300 77.8 325 70.3 341 73.8 345 75.8 325 73.1 329 72.2 326 73.1 E 1.03

963 970 Thru 21 10 28.5 22 42.2 23 41.2 25 26.2 16 20.1 20 21.4 14 35.5 24 34.9 11 36.7 15 29.2 18 31.6 C 0.86

963 970 Right 209 190 9.3 205 7.3 216 8.4 208 10.5 232 8.9 203 8.7 191 7.8 206 7.6 224 8.3 216 8.6 209 8.6 A 1.00

OVERALL 548 508 48.1 547 46.8 578 47.3 561 46.3 548 46.9 548 45.7 546 49.8 575 49.7 560 46.4 560 46.5 553 47.4 D 1.01 0.93% 0.217

978 970 Left 305 292 70.2 303 67.5 281 69.8 326 67.6 296 71.3 304 67.7 345 68.5 306 71.0 301 68.4 312 69.8 307 69.2 E 1.01

978 970 Thru 182 182 36.7 193 39.8 193 40.1 207 39.2 183 35.0 186 42.3 179 42.2 196 43.8 181 33.9 180 36.2 188 38.9 D 1.03

978 970 Right 398 379 12.3 409 11.2 390 13.1 389 11.3 387 11.5 367 10.7 395 12.7 396 11.5 382 10.9 413 10.3 391 11.6 B 0.98

OVERALL 885 853 37.3 905 36.1 864 37.5 922 37.5 866 36.9 857 37.8 919 39.4 898 38.8 864 35.8 905 35.9 885 37.3 D 1.00 0.03% 0.010

971 970 Left 209 206 68.6 197 78.1 212 67.8 195 73.4 203 74.4 228 76.6 213 73.6 230 74.7 192 72.7 217 68.4 209 72.8 E 1.00

971 970 Thru 439 466 43.8 432 46.4 429 47.8 448 47.1 442 46.5 422 44.6 423 45.9 425 45.6 457 45.6 456 46.5 440 46.0 D 1.00

971 970 Right 205 187 8.2 224 6.4 210 7.5 212 6.4 210 7.1 204 5.6 216 6.3 195 7.0 214 6.9 182 7.1 205 6.9 A 1.00

OVERALL 853 859 42.0 853 43.2 851 42.8 855 43.0 855 43.4 854 43.8 852 42.8 850 44.7 863 42.1 855 43.7 855 43.1 D 1.00 0.20% 0.058

972 970 Left 398 390 73.4 376 68.4 408 67.3 385 70.2 391 69.1 399 69.4 439 65.5 446 72.0 372 70.6 411 71.0 402 69.7 E 1.01

972 970 Thru 589 614 41.1 600 41.6 577 41.4 633 43.1 597 45.1 614 42.6 563 44.6 572 46.1 617 42.8 606 44.2 599 43.3 D 1.02

972 970 Right 376 372 19.6 383 21.1 378 18.8 343 23.3 378 21.3 357 19.8 363 21.3 344 20.9 372 19.9 348 20.8 364 20.7 C 0.97

OVERALL 1363 1376 44.4 1359 43.2 1363 42.9 1361 45.8 1366 45.4 1370 44.5 1365 45.1 1362 48.3 1361 44.2 1365 46.3 1365 45.0 D 1.00 0.13% 0.049


Volume

Percent

Difference on

Links

CORSIM Run 2

CORSIM

/Count

(0.90<x<1.10)

GEH Statistic

(x<5.0)

CORSIM Nodes

CORSIM Run 5

Volume

CORSIM Run 4

VolumeVolume Volume

CORSIM Run 3

AVERAGE

CORSIM Run 1

PM PK



Volume

CORSIM Run 7

Volume



Skyline Boulevard

(Signalized)



(Signalized)

Eastbound

Westbound

Northbound

Southbound

Eastbound

Westbound

Northbound

Southbound



(Signalized)

Eastbound

Westbound

Northbound

Southbound

P:\Projects\OTHER\County\Lee\VeteransSantaBarbara\CORSIM\2015 Alternative 1 (Done)\Analysis Summary Files\2015 Alt 1_LOS_Intersection_PM.xlsm 8/17/2010 4:09 PM

2015 CORSIM Freeway Outputs - Alternative 1 PM Peak Hour

A B

Skyline Boulevard Eastbound Basic 607 615 1,514 1,545 15.88 1,583 16.33 1,486 15.32 1,504 15.46 1,518 15.61 1,532 15.82 1,552 15.94 1,526 15.72 1,505 15.42 1,496 15.45 1,525 15.70 B 0.71%


Country Club Boulevard Eastbound Basic 663 677 2,051 2,134 22.26 2,100 21.92 2,020 21.06 2,019 20.93 2,068 21.63 2,074 21.77 2,164 22.71 2,071 21.60 1,986 20.77 2,030 21.27 2,067 21.59 C 0.76%

Country Club Boulevard Westbound Basic 878 864 2,592 2,624 27.90 2,582 27.40 2,610 27.67 2,559 27.12 2,609 27.52 2,624 27.78 2,564 27.03 2,594 27.42 2,617 27.71 2,569 27.21 2,595 27.47 D 0.12%

Santa Barbara Boulevard Westbound Basic 844 834 2,157 2,248 23.93 2,191 23.12 2,181 22.90 2,129 22.33 2,181 22.76 2,205 23.32 2,153 22.72 2,186 23.03 2,168 22.73 2,156 22.71 2,180 22.96 C 1.06%

Skyline Boulevard Westbound Basic 816 808 1,930 2,071 21.81 2,043 21.61 1,932 20.18 1,909 19.82 1,990 20.85 2,012 21.17 1,979 20.77 2,005 21.01 1,910 20.03 1,946 20.35 1,980 20.76 C 2.58%

75

66

43

Segment Speeds

A B







Type


CORSIM NodesRun 1

SpeedAverage

Run 10

Speed

Run 9

Speed

Run 8

Speed

Run 7

Speed

Run 6

Speed

Run 5

Speed

Run 4

Speed

Run 3

Speed

Run 2

Speed

Density

(Veh./

Lane/Mi.)


Density above

Density above

Density above

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

CORSIM

Volume

Level of Service




CORSIM NodesType

Section

Volume

Percent

Difference

Demand

VolumeCORSIM

Volume

Density

(Veh./

Lane/Mi.)

AverageRun 4

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

P:\Projects\OTHER\County\Lee\VeteransSantaBarbara\CORSIM\2015 Alternative 1 (Done)\Analysis Summary Files\2015 Alt 1_ LOS_Freeway_PM.xlsm 8/17/20104:10 PM


808 816 834 844 864 878

Distance (Ft) 1,913 2,082 2,252

Speed (mph) 47.64 47.47 47.25


1 1 1

2 2 2





2 2 2

1 1 1

Westbound

Eastbound


Distance (Ft) 1,903 2,082 2,337

Speed (mph) 48.56 48.29 47.83


607 615 633 643 663 677

123 Node Number

Speed (mph)





2000

90.00%



ALTERNATIVE 1 - PM PEAK HOURSimulated volume is highlighted when



LEGEND

P:\Projects\OTHER\County\Lee\VeteransSantaBarbara\CORSIM\2015 Alternative 1 (Done)\Analysis Summary Files\2015 Alt 1_ LOS_Freeway_PM.xlsm 8/17/2010 4:10 PM






907 910 Left 372 346 59.3 362 58.5 341 54.3 338 53.6 365 57.1 351 54.0 342 55.1 369 55.9 368 54.8 369 57.4 355 56.0 E 0.95

907 910 Thru 42 30 43.2 25 54.1 32 34.9 43 37.7 48 38.9 39 38.1 40 35.1 37 35.8 31 44.8 37 40.8 36 40.3 D 0.86

907 910 Right 79 68 8.7 88 8.9 80 9.0 74 8.2 78 9.0 83 8.9 81 8.0 73 8.6 81 7.9 92 8.5 80 8.6 A 1.01

OVERALL 493 444 50.4 475 49.1 453 44.9 455 44.7 491 47.7 473 44.8 463 45.1 479 47.2 480 46.3 498 47.1 471 46.7 D 0.96 -4.44% 0.997

916 910 Left 672 662 51.3 643 55.9 698 52.5 659 51.8 726 47.8 686 54.7 683 53.3 690 52.0 661 56.7 634 54.5 674 53.1 D 1.00

916 910 Thru 19 18 29.2 24 26.1 18 31.8 17 29.4 18 20.8 16 33.1 15 33.9 19 31.0 21 26.4 23 22.7 19 28.4 C 0.99

916 910 Right 244 244 8.4 248 6.9 237 8.6 251 8.5 242 7.7 246 7.6 231 9.1 237 7.1 243 7.9 253 8.2 243 8.0 A 1.00

OVERALL 935 924 39.5 915 41.9 953 41.2 927 39.7 986 37.5 948 42.1 929 42.0 946 40.3 925 43.2 910 40.8 936 40.8 D 1.00 0.14% 0.042

911 910 Left 133 130 58.3 135 58.2 142 60.8 129 52.2 140 55.3 138 56.6 143 63.0 133 59.3 127 58.8 156 61.1 137 58.4 E 1.03

911 910 Thru 427 455 43.3 433 39.3 450 41.5 437 42.3 433 40.0 441 40.9 454 43.1 434 40.0 419 41.4 395 41.6 435 41.3 D 1.02

911 910 Right 597 580 8.5 596 8.9 562 8.4 597 8.8 588 8.0 583 9.2 569 8.4 595 8.5 616 8.5 607 8.9 589 8.6 A 0.99

OVERALL 1157 1165 27.7 1164 25.9 1154 27.8 1163 26.2 1161 25.7 1162 26.9 1166 28.6 1162 26.1 1162 25.9 1158 27.1 1162 26.8 C 1.00 0.41% 0.138

912 910 Left 402 428 54.1 400 51.3 422 56.1 392 56.6 403 53.3 392 51.5 431 50.7 390 55.6 399 54.4 394 54.0 405 53.7 D 1.01

912 910 Thru 438 407 33.7 453 38.9 434 33.9 467 37.1 416 35.6 477 36.5 425 32.4 456 36.3 452 34.2 431 34.1 442 35.3 D 1.01

912 910 Right 347 358 5.0 339 5.3 334 4.9 338 4.6 375 4.5 323 4.9 342 4.9 360 5.1 346 5.0 365 5.0 348 4.9 A 1.00

OVERALL 1187 1193 32.4 1192 33.5 1190 33.7 1197 34.3 1194 31.8 1192 32.9 1198 31.1 1206 33.2 1197 32.5 1190 31.8 1195 32.7 C 1.01 0.67% 0.229


933 940 Left 414 414 57.0 420 57.6 422 58.9 425 56.2 432 59.4 430 58.5 443 61.0 413 59.5 434 58.7 414 55.7 425 58.3 E 1.03

933 940 Thru 135 103 42.7 124 48.1 123 38.2 111 45.7 153 45.8 118 47.6 111 39.7 143 43.5 125 44.9 133 44.6 124 44.1 D 0.92

933 940 Right 387 383 9.5 372 9.2 357 9.5 378 9.6 361 8.5 370 11.1 363 9.4 384 9.2 385 10.2 419 12.1 377 9.8 A 0.97

OVERALL 936 900 35.2 916 36.7 902 36.5 914 35.6 946 37.8 918 38.0 917 38.0 940 36.5 944 37.1 966 35.3 926 36.7 D 0.99 -1.04% 0.318

944 940 Left 561 562 58.6 566 56.5 575 59.9 582 58.0 593 60.5 554 53.4 559 54.1 557 58.3 559 59.8 552 53.8 566 57.3 E 1.01

944 940 Thru 93 70 39.8 87 37.0 78 34.8 82 40.6 91 33.7 94 30.3 71 41.1 95 33.9 82 38.1 77 33.0 83 36.2 D 0.89

944 940 Right 585 572 23.5 576 24.8 544 25.3 541 21.9 590 26.5 563 26.2 574 22.4 565 23.9 584 24.3 578 23.2 569 24.2 C 0.97

OVERALL 1239 1204 40.8 1229 40.3 1197 42.5 1205 40.6 1274 42.9 1211 38.9 1204 38.2 1217 40.4 1225 41.4 1207 37.8 1217 40.4 D 0.98 -1.75% 0.619

941 940 Left 387 386 52.5 394 52.7 410 55.7 402 56.2 395 52.9 393 53.8 411 56.0 389 51.4 378 55.2 391 53.2 395 54.0 D 1.02

941 940 Thru 949 962 46.5 974 45.7 946 45.3 960 48.5 949 48.2 984 46.8 991 48.1 952 44.4 989 48.2 938 45.8 965 46.8 D 1.02

941 940 Right 626 626 12.4 603 13.1 624 14.5 615 12.8 633 15.0 599 12.7 572 13.1 640 13.7 603 11.7 647 14.1 616 13.3 B 0.98

OVERALL 1962 1974 36.9 1971 37.1 1980 37.7 1977 39.0 1977 38.5 1976 37.9 1974 39.6 1981 35.8 1970 38.4 1976 36.9 1976 37.8 D 1.01 0.69% 0.307

942 940 Left 605 663 51.9 609 53.1 620 50.6 627 51.2 624 49.5 607 51.1 638 50.7 608 50.8 589 50.9 595 49.8 618 51.0 D 1.02

942 940 Thru 710 685 38.0 739 38.5 707 38.1 730 38.4 685 37.7 740 37.5 726 40.7 716 37.6 773 38.0 731 34.9 723 37.9 D 1.02

942 940 Right 308 288 6.5 284 7.1 305 7.0 280 7.2 327 7.1 286 6.6 271 6.0 310 6.9 275 6.0 313 7.6 294 6.8 A 0.95

OVERALL 1623 1636 38.1 1632 38.5 1632 37.1 1637 37.9 1636 36.1 1633 37.1 1635 38.8 1634 36.7 1637 37.3 1639 35.1 1635 37.3 D 1.01 0.75% 0.300


963 970 Left 311 313 60.5 320 65.3 327 64.2 306 61.4 318 58.8 308 60.8 308 60.3 292 58.6 299 59.2 309 57.0 310 60.6 E 1.00

963 970 Thru 34 27 35.0 34 34.0 27 23.4 26 35.6 29 38.7 29 34.3 23 33.4 35 35.9 33 33.6 39 40.5 30 34.4 C 0.89

963 970 Right 308 282 9.1 309 10.6 296 9.5 298 10.7 287 9.3 284 9.8 310 10.3 291 11.4 332 10.5 323 9.9 301 10.1 B 0.98

OVERALL 653 622 36.1 663 38.2 650 37.6 630 36.4 634 35.5 621 36.2 641 35.2 618 35.0 664 33.6 671 33.3 641 35.7 D 0.98 -1.78% 0.456

978 970 Left 230 215 54.4 213 60.0 233 60.4 243 64.2 224 59.7 246 59.3 215 56.2 223 58.0 228 62.9 218 59.0 226 59.4 E 0.98

978 970 Thru 175 176 37.5 172 43.1 168 42.5 148 40.3 152 40.9 163 42.9 173 39.5 161 41.3 192 35.7 191 42.2 170 40.6 D 0.97

978 970 Right 431 399 14.9 410 17.3 405 15.9 406 18.3 396 17.2 403 17.0 443 19.4 427 16.7 452 19.3 448 15.8 419 17.2 B 0.97

OVERALL 836 790 30.7 795 34.3 806 34.3 797 36.4 772 34.2 812 35.0 831 33.1 811 32.9 872 34.3 857 32.6 814 33.8 C 0.97 -2.60% 0.755

971 970 Left 308 332 56.2 311 57.3 330 52.9 311 55.3 330 54.5 313 54.1 331 58.0 310 55.4 301 56.0 309 56.2 318 55.6 E 1.03

971 970 Thru 777 758 39.7 784 41.3 772 39.7 793 40.8 727 39.9 783 41.5 781 41.5 755 37.0 802 39.0 762 38.4 772 39.9 D 0.99

971 970 Right 308 317 12.7 309 15.6 304 14.6 296 13.4 342 12.8 308 13.4 294 14.1 337 10.9 301 14.1 330 11.8 314 13.3 B 1.02

OVERALL 1393 1407 37.5 1404 39.2 1406 37.4 1400 38.2 1399 36.7 1404 38.1 1406 39.7 1402 34.8 1404 37.3 1401 36.1 1403 37.5 D 1.01 0.74% 0.275

972 970 Left 431 467 54.7 439 53.0 457 54.5 435 50.8 451 52.6 433 53.2 445 51.4 427 54.5 426 55.4 429 53.9 441 53.4 D 1.02

972 970 Thru 580 543 31.8 584 32.0 562 32.9 583 32.6 537 33.6 603 33.6 582 32.7 573 33.9 600 33.9 554 34.5 572 33.2 C 0.99

972 970 Right 455 469 14.7 450 13.3 458 15.7 457 16.3 486 13.2 447 15.7 449 13.5 475 14.8 451 16.6 487 15.5 463 14.9 B 1.02

OVERALL 1466 1479 33.6 1473 32.5 1477 34.3 1475 32.9 1474 32.7 1483 33.9 1476 32.5 1475 33.7 1477 34.8 1470 33.9 1476 33.5 C 1.01 0.68% 0.258




(Signalized)

Eastbound

Westbound

Northbound

Southbound


Skyline Boulevard

(Signalized)



(Signalized)

Eastbound

Westbound

Northbound

Southbound

Eastbound

Westbound

Northbound

Southbound



Volume

CORSIM Run 7

Volume


Percent

Difference on

Links

CORSIM Run 2

CORSIM

/Count

(0.90<x<1.10)

GEH Statistic

(x<5.0)

CORSIM Nodes

CORSIM Run 5

Volume

CORSIM Run 4

VolumeVolume Volume

CORSIM Run 3

AVERAGE

CORSIM Run 1

AM PK

VOLUME Volume



A B

Skyline Boulevard Eastbound Basic 607 615 2,502 2,555 27.07 2,514 26.63 2,555 27.02 2,549 27.04 2,502 26.44 2,526 26.80 2,528 26.66 2,526 26.56 2,519 26.57 2,507 26.45 2,528 26.72 D 1.04%

Santa Barbara Boulevard Eastbound Basic 633 643 2,607 2,670 28.70 2,616 27.82 2,651 28.30 2,652 28.23 2,590 27.54 2,618 27.76 2,647 28.18 2,577 27.28 2,594 27.75 2,558 27.22 2,617 27.88 D 0.40%

Country Club Boulevard Eastbound Basic 663 677 3,320 3,432 37.39 3,266 35.40 3,366 36.43 3,359 36.53 3,369 36.54 3,330 36.06 3,320 35.88 3,331 35.96 3,264 35.40 3,268 35.51 3,331 36.11 E 0.32%




75

66

43

Segment Speeds

A B







Type


CORSIM NodesRun 1

SpeedAverage

Run 10

Speed

Run 9

Speed

Run 8

Speed

Run 7

Speed

Run 6

Speed

Run 5

Speed

Run 4

Speed

Run 3

Speed

Run 2

Speed

Density

(Veh./

Lane/Mi.)


Density above

Density above

Density above

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

CORSIM

Volume

Level of Service




CORSIM NodesType

Section

Volume

Percent

Difference

Demand

VolumeCORSIM

Volume

Density

(Veh./

Lane/Mi.)

AverageRun 4

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)



808 816 834 844 864 878

Distance (Ft) 1,913 2,082 2,252

Speed (mph) 47.80 47.61 47.53


1 1 1

2 2 2





2 2 2

1 1 1

Westbound

Eastbound


Distance (Ft) 1,903 2,082 2,337

Speed (mph) 47.29 46.97 46.18


607 615 633 643 663 677

123 Node Number

Speed (mph)





2000

90.00%






LEGEND







907 910 Left 422 439 67.6 420 67.1 444 67.3 428 66.9 428 63.9 408 68.4 427 61.3 418 65.2 410 70.6 428 67.1 425 66.5 E 1.01

907 910 Thru 32 28 47.5 32 59.2 48 54.1 33 53.6 33 52.0 30 53.7 37 40.5 29 61.6 31 53.5 36 45.5 34 52.1 D 1.05

907 910 Right 133 122 10.0 123 10.4 122 9.5 129 8.5 117 8.8 132 9.8 115 8.7 115 10.1 124 10.0 119 8.9 122 9.5 A 0.92

OVERALL 587 589 54.7 575 54.5 614 54.8 590 53.4 578 52.1 570 54.1 579 49.6 562 53.7 565 56.3 583 53.9 581 53.7 D 0.99 -1.11% 0.269

916 910 Left 672 673 65.7 679 65.4 644 67.9 702 66.8 646 62.4 692 64.5 690 65.1 682 63.5 676 61.3 683 61.4 677 64.4 E 1.01

916 910 Thru 25 33 39.1 24 43.1 30 35.3 24 37.3 32 37.5 34 28.7 20 26.3 37 26.8 31 26.5 39 40.1 30 34.1 C 1.22

916 910 Right 327 299 10.1 311 9.4 324 11.1 317 9.5 329 9.7 284 8.6 316 8.9 303 9.9 313 10.4 315 10.1 311 9.8 A 0.95

OVERALL 1024 1005 48.3 1014 47.7 998 48.5 1043 48.7 1007 44.4 1010 47.6 1026 47.1 1022 46.3 1020 44.6 1037 45.1 1018 46.8 D 0.99 -0.57% 0.182

911 910 Left 179 163 71.1 190 70.3 186 65.4 195 76.0 169 74.6 166 76.7 174 75.0 187 69.9 175 74.4 163 74.7 177 72.8 E 0.99

911 910 Thru 438 447 39.2 445 39.4 441 37.1 442 43.1 408 40.1 445 39.6 446 40.3 436 40.6 444 40.7 436 36.6 439 39.7 D 1.00

911 910 Right 672 669 8.7 651 7.7 664 8.1 643 8.5 700 8.3 675 8.5 661 9.2 654 7.4 660 7.8 687 8.0 666 8.2 A 0.99

OVERALL 1289 1279 27.3 1286 27.9 1291 26.3 1280 30.7 1277 27.2 1286 28.1 1281 29.0 1277 27.9 1279 28.3 1286 26.1 1282 27.9 C 0.99 -0.53% 0.190

912 910 Left 244 237 72.3 250 70.3 240 73.5 233 69.3 221 74.0 234 72.7 240 70.5 252 72.0 222 74.8 253 74.7 238 72.4 E 0.98

912 910 Thru 427 434 35.8 430 39.6 430 38.0 443 41.2 443 36.0 438 38.7 423 35.2 421 37.3 443 40.5 424 40.3 433 38.3 D 1.01

912 910 Right 272 261 4.7 250 3.9 264 4.7 253 5.7 272 4.3 255 4.6 271 4.4 258 5.2 269 4.9 255 5.0 261 4.7 A 0.96

OVERALL 943 932 36.4 930 38.3 934 37.7 929 38.6 936 35.8 927 37.9 934 35.4 931 37.8 934 38.4 932 40.0 932 37.6 D 0.99 -1.18% 0.363


933 940 Left 308 298 69.0 326 70.9 318 70.3 325 68.6 262 69.3 311 71.3 321 70.0 326 73.4 311 73.6 319 72.2 312 70.9 E 1.01

933 940 Thru 110 102 46.7 118 50.2 94 42.5 103 45.1 110 60.8 113 46.5 89 57.3 101 47.0 119 47.7 99 44.8 105 48.9 D 0.95

933 940 Right 387 381 13.6 353 10.4 396 10.4 365 12.6 408 12.3 385 13.7 383 11.7 359 10.0 393 13.6 361 10.5 378 11.9 B 0.98

OVERALL 805 781 39.1 797 41.0 808 37.7 793 39.8 780 38.3 809 40.4 793 40.4 786 41.0 823 41.2 779 40.1 795 39.9 D 0.99 -1.25% 0.357

944 940 Left 746 778 64.6 797 62.2 749 60.4 775 62.6 700 64.7 772 62.4 744 65.5 763 63.9 740 61.5 807 64.8 763 63.2 E 1.02

944 940 Thru 117 120 37.1 123 35.7 101 32.9 116 37.7 117 28.8 125 32.0 127 34.5 129 37.2 122 36.2 118 36.2 120 34.8 C 1.02

944 940 Right 585 561 21.1 541 21.3 601 23.0 546 25.2 598 23.2 531 25.2 527 24.3 569 23.4 585 23.4 571 23.8 563 23.4 C 0.96

OVERALL 1448 1459 45.6 1461 44.8 1451 43.0 1437 46.4 1415 44.2 1428 45.9 1398 47.1 1461 45.8 1447 44.0 1496 46.9 1445 45.4 D 1.00 -0.19% 0.071

941 940 Left 387 410 76.0 390 65.6 404 73.5 404 68.2 372 68.6 386 73.1 377 74.8 415 73.6 375 72.2 398 66.6 393 71.2 E 1.02

941 940 Thru 710 730 58.4 740 57.2 730 55.5 721 53.9 727 55.8 739 57.6 729 53.6 722 56.8 757 55.9 707 54.0 730 55.9 E 1.03

941 940 Right 561 527 10.7 532 11.3 530 11.2 544 11.5 572 12.2 540 12.4 563 11.7 537 9.4 543 12.2 562 11.2 545 11.4 B 0.97

OVERALL 1658 1667 47.7 1662 44.5 1664 45.8 1669 43.5 1671 43.7 1665 46.5 1669 44.2 1674 45.8 1675 45.4 1667 42.6 1668 45.0 D 1.01 0.62% 0.253

942 940 Left 585 625 66.2 612 62.4 593 66.8 603 66.3 563 62.9 599 70.5 590 67.0 596 67.1 563 67.1 584 62.7 593 65.9 E 1.01

942 940 Thru 949 962 51.6 924 51.4 961 51.1 920 49.4 976 50.1 942 51.3 961 52.6 952 50.5 999 51.7 933 49.0 953 50.9 D 1.00

942 940 Right 414 367 8.2 419 8.4 401 7.2 427 9.1 419 8.0 403 8.1 399 8.4 407 8.3 400 8.6 445 8.9 409 8.3 A 0.99

OVERALL 1948 1954 48.1 1955 45.6 1955 46.9 1950 45.8 1958 44.8 1944 48.2 1950 47.9 1955 46.7 1962 47.3 1962 44.0 1955 46.5 D 1.00 0.33% 0.147


963 970 Left 455 475 76.5 506 70.6 445 71.9 476 69.9 450 68.2 479 68.7 468 70.7 502 68.8 481 67.8 461 70.1 474 70.3 E 1.04

963 970 Thru 25 25 20.8 23 40.7 23 33.3 23 33.1 26 37.1 21 32.1 27 32.1 19 40.6 26 45.0 27 33.3 24 34.8 C 0.96

963 970 Right 308 314 14.4 274 14.7 310 16.6 294 13.4 319 11.9 288 13.4 291 13.3 300 15.8 309 13.7 310 12.3 301 14.0 B 0.98

OVERALL 788 814 50.8 803 50.7 778 48.8 793 47.9 795 44.6 788 47.5 786 48.1 821 48.8 816 46.6 798 46.4 799 48.0 D 1.01 1.42% 0.398

978 970 Left 308 341 66.9 311 66.8 322 71.3 299 69.7 323 66.3 279 67.4 336 67.9 306 73.6 304 66.5 315 69.9 314 68.6 E 1.02

978 970 Thru 220 201 41.4 213 45.1 221 44.7 215 51.3 213 44.2 210 51.9 187 50.6 238 48.7 214 49.5 214 42.7 213 47.0 D 0.97

978 970 Right 431 406 15.9 431 17.4 437 18.2 410 17.8 386 13.7 411 16.6 439 18.5 430 17.4 471 18.6 380 15.9 420 17.0 B 0.97

OVERALL 959 948 39.7 955 39.6 980 41.6 924 42.4 922 39.2 900 40.6 962 42.0 974 42.7 989 40.0 909 40.9 946 40.9 D 0.99 -1.32% 0.411

971 970 Left 308 295 72.9 343 73.0 312 69.4 304 73.9 273 72.4 297 73.4 321 72.9 314 72.7 295 76.2 306 71.5 306 72.8 E 0.99

971 970 Thru 580 594 47.3 565 47.0 591 46.5 590 45.2 610 49.0 608 47.1 582 43.9 584 49.5 607 46.0 596 46.3 593 46.8 D 1.02

971 970 Right 230 218 12.6 222 11.0 228 11.5 226 12.2 241 13.0 215 12.9 219 9.7 214 13.2 220 11.9 219 13.3 222 12.1 B 0.97

OVERALL 1118 1107 47.3 1130 47.8 1131 45.8 1120 46.3 1124 46.9 1120 47.5 1122 45.5 1112 49.1 1122 47.3 1121 46.7 1121 47.0 D 1.00 0.26% 0.087

972 970 Left 431 438 70.2 439 72.0 429 70.8 444 72.1 411 73.6 434 79.2 404 69.5 458 72.9 422 73.5 439 73.3 432 72.7 E 1.00

972 970 Thru 777 806 45.5 779 48.9 788 47.6 762 48.7 780 50.2 798 48.5 780 50.2 758 50.9 814 50.7 780 46.8 785 48.8 D 1.01

972 970 Right 411 379 28.1 404 27.8 402 29.7 422 31.9 447 33.0 397 31.6 435 32.2 423 32.3 398 32.2 416 30.5 412 30.9 C 1.00

OVERALL 1619 1623 48.1 1622 49.9 1619 49.3 1628 50.7 1638 51.4 1629 52.6 1619 50.2 1639 52.2 1634 52.1 1635 49.7 1629 50.6 D 1.01 0.59% 0.238




(Signalized)

Eastbound

Westbound

Northbound

Southbound


Skyline Boulevard

(Signalized)



(Signalized)

Eastbound

Westbound

Northbound

Southbound

Eastbound

Westbound

Northbound

Southbound



Volume

CORSIM Run 7

Volume


Percent

Difference on

Links

CORSIM Run 2

CORSIM

/Count

(0.90<x<1.10)

GEH Statistic

(x<5.0)

CORSIM Nodes

CORSIM Run 5

Volume

CORSIM Run 4

VolumeVolume Volume

CORSIM Run 3

AVERAGE

CORSIM Run 1

PM PK

VOLUME Volume



A B





Santa Barbara Boulevard Westbound Basic 844 834 2,625 2,598 27.52 2,638 28.02 2,612 27.76 2,662 28.32 2,699 28.86 2,678 28.56 2,662 28.32 2,603 27.80 2,579 27.35 2,634 28.22 2,637 28.07 D 0.44%

Skyline Boulevard Westbound Basic 816 808 2,519 2,457 26.02 2,581 27.31 2,542 27.08 2,572 27.43 2,609 27.74 2,607 27.69 2,581 27.57 2,558 27.15 2,463 26.21 2,605 27.81 2,558 27.20 D 1.53%

75

66

43

Segment Speeds

A B







Type


CORSIM NodesRun 1

SpeedAverage

Run 10

Speed

Run 9

Speed

Run 8

Speed

Run 7

Speed

Run 6

Speed

Run 5

Speed

Run 4

Speed

Run 3

Speed

Run 2

Speed

Density

(Veh./

Lane/Mi.)


Density above

Density above

Density above

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

CORSIM

Volume

Level of Service




CORSIM NodesType

Section

Volume

Percent

Difference

Demand

VolumeCORSIM

Volume

Density

(Veh./

Lane/Mi.)

AverageRun 4

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)



808 816 834 844 864 878

Distance (Ft) 1,913 2,082 2,252

Speed (mph) 47.01 46.94 46.50


1 1 1

2 2 2





2 2 2

1 1 1

Westbound

Eastbound


Distance (Ft) 1,903 2,082 2,337

Speed (mph) 48.09 47.82 47.34


607 615 633 643 663 677

123 Node Number

Speed (mph)





2000

90.00%






LEGEND


APPENDIX J ALTERNATIVE 2 CORSIM RESULTS






907 910 Left 197 194 62.3 173 57.7 187 53.9 198 57.1 188 59.3 200 59.4 184 56.2 166 60.0 196 60.1 189 55.4 188 58.1 E 0.95

907 910 Thru 33 39 43.2 37 35.9 37 35.5 33 30.6 27 38.5 33 43.0 41 35.5 34 43.7 28 37.5 33 27.9 34 37.1 D 1.04

907 910 Right 79 81 8.9 77 7.3 62 6.8 67 7.3 64 8.6 77 9.3 78 8.0 71 7.3 76 8.2 66 7.1 72 7.9 A 0.91

OVERALL 309 314 46.1 287 41.3 286 41.3 298 42.9 279 45.7 310 45.2 303 41.0 271 44.2 300 44.8 288 41.2 294 43.4 D 0.95 -4.98% 0.887

916 910 Left 468 447 49.8 427 56.3 499 57.1 440 57.5 456 53.4 453 55.0 434 56.9 465 53.0 448 56.8 457 55.9 453 55.2 E 0.97

916 910 Thru 15 18 26.2 17 27.9 13 17.3 10 24.5 11 14.3 12 23.0 15 17.3 13 19.3 21 23.1 18 11.6 15 20.4 C 0.99

916 910 Right 209 193 6.4 236 7.0 195 6.2 222 7.0 222 6.1 192 7.2 204 6.4 204 6.0 180 7.1 203 6.3 205 6.6 A 0.98

OVERALL 692 658 36.4 680 38.5 707 42.3 672 40.3 689 37.5 657 40.4 653 40.2 682 38.3 649 41.9 678 39.8 673 39.6 D 0.97 -2.82% 0.747

911 910 Left 96 98 66.3 100 59.3 109 60.0 107 68.5 115 57.5 102 55.8 101 56.3 105 54.6 104 53.9 102 56.4 104 58.9 E 1.09

911 910 Thru 415 405 36.8 407 39.7 437 36.1 402 35.2 409 38.8 428 37.2 422 38.9 427 38.5 412 36.5 405 37.4 415 37.5 D 1.00

911 910 Right 527 540 7.7 532 7.6 493 8.1 532 8.4 519 8.0 508 7.2 521 8.1 508 7.6 530 7.6 536 7.5 522 7.8 A 0.99

OVERALL 1038 1043 24.5 1039 25.2 1039 25.3 1041 24.9 1043 25.5 1038 24.4 1044 25.2 1040 25.0 1046 23.6 1043 23.9 1042 24.7 C 1.00 0.35% 0.112

912 910 Left 400 400 53.2 397 52.2 440 52.3 393 53.3 415 52.5 425 52.4 425 53.4 428 49.7 418 52.4 393 51.8 413 52.3 D 1.03

912 910 Thru 426 433 26.9 440 31.1 394 28.7 459 28.7 434 31.8 420 31.1 433 31.1 418 30.9 420 29.8 445 29.1 430 29.9 C 1.01

912 910 Right 197 205 3.7 195 4.3 201 4.3 180 4.0 184 3.7 186 3.9 176 4.1 183 3.9 190 4.0 198 4.1 190 4.0 A 0.96

OVERALL 1023 1038 32.5 1032 34.2 1035 34.0 1032 33.8 1033 35.1 1031 35.0 1034 35.7 1029 34.0 1028 34.3 1036 32.9 1033 34.1 C 1.01 0.96% 0.306


933 940 Left 347 328 64.0 339 59.7 365 62.1 331 59.2 348 61.8 332 58.8 327 59.9 344 56.9 329 59.8 345 59.4 339 60.2 E 0.98

933 940 Thru 901 861 46.7 867 46.3 890 43.7 868 45.7 870 48.2 903 61.3 879 49.8 890 47.8 896 46.8 841 48.0 877 48.4 D 0.97

933 940 Right 276 299 7.9 292 8.9 260 7.2 276 8.7 247 7.7 252 7.4 297 8.4 273 6.7 276 7.2 269 7.3 274 7.7 A 0.99

OVERALL 1524 1488 42.7 1498 42.0 1515 41.9 1475 41.8 1465 44.6 1487 51.6 1503 43.8 1507 42.4 1501 42.4 1455 43.2 1489 43.6 D 0.98 -2.27% 0.891

944 940 Left 390 378 61.2 404 59.9 420 73.4 373 66.0 406 72.2 387 57.7 375 66.9 369 64.1 406 64.4 424 64.6 394 65.0 E 1.01

944 940 Thru 673 655 37.9 652 37.9 692 39.7 630 40.8 641 40.8 687 40.8 658 41.0 632 40.2 681 41.2 609 39.7 654 40.0 D 0.97

944 940 Right 527 543 24.2 521 25.0 483 20.3 527 24.7 519 24.1 506 24.0 523 21.2 537 24.9 515 24.5 534 25.8 521 23.9 C 0.99

OVERALL 1590 1576 38.8 1577 39.3 1595 42.7 1530 41.4 1566 43.4 1580 39.5 1556 40.6 1538 40.6 1602 41.7 1567 41.7 1569 41.0 D 0.99 -1.34% 0.536

941 940 Left 251 233 55.9 278 55.1 275 58.3 259 59.0 282 57.5 249 57.8 268 55.8 262 56.4 274 56.1 271 57.3 265 56.9 E 1.06

941 940 Thru 762 801 40.8 762 41.3 781 40.3 774 42.6 773 41.8 801 42.3 782 40.4 790 38.3 776 41.8 770 42.2 781 41.2 D 1.02

941 940 Right 619 619 28.5 612 31.2 597 33.7 613 30.3 593 28.6 592 30.6 596 28.7 596 31.6 599 34.0 607 29.0 602 30.6 C 0.97

OVERALL 1632 1653 38.3 1652 39.9 1653 40.9 1646 40.6 1648 39.7 1642 40.4 1646 38.7 1648 38.8 1649 41.3 1648 39.8 1649 39.8 D 1.01 1.01% 0.407

942 940 Left 597 593 56.1 613 60.3 666 62.2 590 59.0 629 63.0 618 60.5 632 60.1 631 58.9 625 57.3 586 53.8 618 59.1 E 1.04

942 940 Thru 569 568 33.8 565 35.0 530 32.1 609 32.3 571 33.4 575 30.7 592 34.6 564 36.0 579 33.0 597 32.7 575 33.4 C 1.01

942 940 Right 284 298 12.1 278 10.7 263 13.8 257 11.9 255 10.4 271 12.8 241 12.2 272 9.7 262 10.4 278 12.1 268 11.6 B 0.94

OVERALL 1450 1459 38.4 1456 41.0 1459 42.6 1456 39.5 1455 42.2 1464 40.0 1465 41.9 1467 41.0 1466 39.3 1461 37.2 1461 40.3 D 1.01 0.74% 0.283


963 970 Left 301 277 62.7 274 71.2 319 61.2 277 67.3 315 66.4 321 62.3 294 62.8 312 66.6 307 61.2 322 63.5 302 64.5 E 1.00

963 970 Thru 29 19 33.5 18 27.9 25 22.3 26 34.0 29 33.3 17 20.9 21 22.3 8 23.5 18 29.2 30 27.6 21 27.5 C 0.73

963 970 Right 284 276 7.0 292 8.7 251 6.3 267 9.1 281 6.8 248 6.9 263 7.1 268 6.9 287 6.9 276 7.6 271 7.3 A 0.95

OVERALL 614 572 34.9 584 38.6 595 36.4 570 38.5 625 38.1 586 37.7 578 36.0 588 38.8 612 34.8 628 37.2 594 37.1 D 0.97 -3.29% 0.822

978 970 Left 205 183 58.8 205 56.4 210 59.9 215 59.4 216 57.6 214 51.3 195 59.7 225 58.1 213 61.3 199 54.7 208 57.7 E 1.01

978 970 Thru 140 135 44.0 138 32.7 110 34.3 140 35.2 128 31.1 139 39.7 123 36.7 122 29.6 155 39.9 148 34.0 134 35.7 D 0.96

978 970 Right 398 390 13.0 380 12.1 371 12.4 384 13.2 363 13.1 391 12.7 385 13.5 366 14.1 387 11.7 399 13.8 382 13.0 B 0.96

OVERALL 743 708 30.7 723 28.6 691 30.3 739 30.8 707 30.0 744 28.8 703 30.4 713 30.7 755 31.5 746 28.7 723 30.0 C 0.97 -2.71% 0.742

971 970 Left 209 197 56.2 220 57.6 225 57.6 209 54.0 229 52.9 221 53.9 215 56.0 223 56.6 217 59.0 212 52.8 217 55.7 E 1.04

971 970 Thru 589 607 38.9 594 39.4 576 39.0 601 37.6 612 41.0 601 40.3 612 39.9 610 40.0 596 40.6 593 42.1 600 39.9 D 1.02

971 970 Right 280 276 8.6 274 7.7 278 6.9 280 9.2 246 8.2 265 8.2 259 9.1 258 8.0 267 8.0 280 8.3 268 8.2 A 0.96

OVERALL 1078 1080 34.3 1088 35.1 1079 34.6 1090 33.4 1087 36.1 1087 35.2 1086 35.7 1091 35.8 1080 36.2 1085 35.5 1085 35.2 D 1.01 0.68% 0.222

972 970 Left 398 404 54.0 398 52.7 437 56.2 373 50.8 415 57.4 428 54.1 417 53.5 417 54.9 410 51.1 390 53.5 409 53.8 D 1.03

972 970 Thru 464 461 32.1 480 34.2 442 33.9 499 34.6 485 33.5 464 33.1 481 32.4 489 34.4 472 32.5 483 34.3 476 33.5 C 1.03

972 970 Right 318 325 10.0 307 10.9 302 9.2 317 11.1 291 10.7 300 9.9 286 9.9 290 11.7 306 10.5 317 10.9 304 10.5 B 0.96

OVERALL 1180 1190 33.5 1185 34.4 1181 35.8 1189 33.4 1191 36.3 1192 34.8 1184 34.4 1196 36.0 1188 33.3 1190 34.3 1189 34.6 C 1.01 0.73% 0.250




(Signalized)

Eastbound

Westbound

Northbound

Southbound


Skyline Boulevard

(Signalized)



(Signalized)

Eastbound

Westbound

Northbound

Southbound

Eastbound

Westbound

Northbound

Southbound



Volume

CORSIM Run 7

Volume


Percent

Difference on

Links

CORSIM Run 2

CORSIM

/Count

(0.90<x<1.10)

GEH Statistic

(x<5.0)

CORSIM Nodes

CORSIM Run 5

Volume

CORSIM Run 4

VolumeVolume Volume

CORSIM Run 3

AVERAGE

CORSIM Run 1

AM PK

VOLUME Volume



A B


Santa Barbara Boulevard Eastbound Basic 633 643 1,352 1,375 14.11 1,389 14.30 1,369 14.13 1,388 14.35 1,402 14.40 1,357 14.03 1,363 14.04 1,393 14.36 1,368 14.07 1,417 14.56 1,382 14.23 B 2.23%


Country Club Boulevard Westbound Basic 878 864 1,932 1,964 20.44 1,955 20.28 1,975 20.65 1,934 20.14 1,966 20.55 1,933 20.18 1,967 20.53 1,957 20.42 1,910 19.97 1,919 20.03 1,948 20.32 C 0.83%

Santa Barbara Boulevard Westbound Basic 844 834 1,009 1,020 10.43 1,007 10.32 1,008 10.34 1,041 10.67 1,010 10.37 978 10.00 1,009 10.39 1,028 10.50 971 10.00 1,022 10.48 1,009 10.35 B 0.04%

Skyline Boulevard Westbound Basic 816 808 1,525 1,533 15.88 1,546 15.95 1,532 15.76 1,529 15.84 1,507 15.64 1,534 15.86 1,536 15.86 1,524 15.72 1,548 15.94 1,494 15.36 1,528 15.78 B 0.22%

75

66

43

Segment Speeds

A B







Volume

Percent

Difference

Demand

VolumeCORSIM

Volume

Density

(Veh./

Lane/Mi.)

AverageRun 4

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

Level of Service




CORSIM NodesType

Section

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

CORSIM

Volume

Density

(Veh./

Lane/Mi.)


Density above

Density above

Density above

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

Run 6

Speed

Run 5

Speed

Run 4

Speed

Run 3

Speed

Run 2

SpeedAverage

Run 10

Speed

Run 9

Speed

Run 8

Speed

Run 7

Speed

Type


CORSIM NodesRun 1

Speed



808 816 834 844 864 878

Distance (Ft) 1,913 2,082 2,252

Speed (mph) 48.35 48.83 47.95


1 1 1

2 2 2





2 2 2

1 1 1

Westbound

Eastbound


Distance (Ft) 1,903 2,082 2,337

Speed (mph) 48.09 48.63 46.95


607 615 633 643 663 677

123 Node Number

Speed (mph)





2000

90.00%






LEGEND







907 910 Left 397 388 65.7 406 70.0 409 68.0 415 70.5 411 66.4 405 69.8 386 69.7 388 67.6 398 66.0 338 70.9 394 68.5 E 0.99

907 910 Thru 26 18 35.3 21 51.8 25 30.1 30 59.9 21 45.0 22 50.1 18 42.4 16 44.8 26 44.1 24 40.8 22 44.4 D 0.85

907 910 Right 96 95 8.3 80 7.5 94 8.0 94 8.3 86 7.7 97 9.1 85 10.9 100 7.5 94 8.2 81 8.3 91 8.4 A 0.94

OVERALL 519 501 53.7 507 59.4 528 55.5 539 59.1 518 55.8 524 57.8 489 58.5 504 54.9 518 54.4 443 57.8 507 56.7 E 0.98 -2.29% 0.525

916 910 Left 647 649 58.8 671 56.4 671 61.3 661 56.4 626 60.6 660 61.4 670 63.7 647 58.6 719 60.4 616 64.8 659 60.2 E 1.02

916 910 Thru 19 25 22.7 22 33.1 23 32.1 13 34.7 17 20.7 19 27.1 12 38.8 23 32.7 22 40.7 24 33.6 20 31.6 C 1.05

916 910 Right 280 289 8.9 276 9.9 254 8.4 304 10.4 264 9.0 277 9.0 290 8.9 289 7.8 258 9.4 278 8.2 278 9.0 A 0.99

OVERALL 946 963 42.9 969 42.6 948 46.5 978 41.8 907 44.9 956 45.5 972 47.0 959 42.7 999 46.8 918 46.9 957 44.7 D 1.01 1.15% 0.353

911 910 Left 179 168 69.6 177 73.1 184 72.3 153 74.7 176 73.1 149 70.0 189 75.9 188 71.6 168 77.4 181 77.7 173 73.5 E 0.97

911 910 Thru 376 375 43.5 409 44.2 388 42.2 385 41.7 367 42.4 402 44.3 358 41.4 393 40.7 384 40.7 348 42.5 381 42.4 D 1.01

911 910 Right 468 472 5.8 443 5.9 449 6.0 485 5.9 474 5.6 470 6.0 479 6.2 442 5.8 469 6.3 483 6.5 467 6.0 A 1.00

OVERALL 1023 1015 30.3 1029 32.7 1021 31.7 1023 29.7 1017 30.5 1021 30.4 1026 31.3 1023 31.3 1021 30.9 1012 31.6 1021 31.0 C 1.00 -0.22% 0.069

912 910 Left 209 211 74.8 225 75.4 223 74.7 192 72.8 202 71.3 174 73.6 203 73.3 210 71.9 200 70.6 212 75.6 205 73.4 E 0.98

912 910 Thru 390 392 40.2 381 46.7 370 43.9 386 44.3 385 44.3 419 43.1 395 43.7 396 45.0 388 42.4 393 42.8 391 43.6 D 1.00

912 910 Right 97 84 3.9 80 4.5 97 3.9 107 3.5 100 3.7 100 4.1 96 3.8 88 3.7 98 3.5 91 4.1 94 3.9 A 0.97

OVERALL 696 687 46.4 686 51.2 690 48.2 685 45.9 687 46.3 693 45.1 694 46.8 694 47.9 686 45.0 696 47.7 690 47.1 D 0.99 -0.89% 0.236


933 940 Left 284 268 71.5 329 70.5 300 68.8 291 73.1 275 69.3 263 74.7 300 66.3 282 67.1 294 70.6 290 75.2 289 70.7 E 1.02

933 940 Thru 673 653 52.4 652 49.5 674 46.3 616 48.5 660 50.2 653 46.6 666 46.2 654 47.9 674 50.2 695 59.0 660 49.7 D 0.98

933 940 Right 251 244 7.4 233 7.6 245 8.3 252 8.2 243 8.4 258 7.8 242 7.3 241 7.9 234 8.0 249 8.6 244 7.9 A 0.97

OVERALL 1208 1165 47.4 1214 47.1 1219 44.2 1159 45.9 1178 46.1 1174 44.4 1208 43.4 1177 44.3 1202 46.9 1234 52.7 1193 46.2 D 0.99 -1.24% 0.433

944 940 Left 679 648 65.0 684 66.6 658 63.9 661 63.2 668 66.2 664 63.2 662 63.5 664 66.4 645 66.0 692 61.8 665 64.6 E 0.98

944 940 Thru 901 842 39.6 862 38.6 891 41.5 899 38.5 870 37.8 890 40.2 862 39.7 927 37.9 923 38.3 847 43.3 881 39.5 D 0.98

944 940 Right 427 444 21.9 410 18.5 426 20.9 417 20.7 421 20.1 413 18.5 407 20.2 399 20.9 420 20.8 424 18.6 418 20.1 C 0.98

OVERALL 2007 1934 44.0 1956 44.2 1975 44.5 1977 43.0 1959 43.7 1967 43.4 1931 43.7 1990 44.0 1988 43.6 1963 44.5 1964 43.9 D 0.98 -2.14% 0.965

941 940 Left 276 275 70.4 270 74.3 276 71.4 238 71.6 266 72.1 243 76.4 275 70.4 280 72.7 256 75.4 291 72.3 267 72.7 E 0.97

941 940 Thru 569 591 56.7 604 60.2 580 57.0 566 55.4 557 56.1 605 57.4 592 57.6 580 58.4 570 55.3 563 56.1 581 57.0 E 1.02

941 940 Right 390 378 14.5 365 17.1 383 15.7 442 15.4 414 17.2 394 14.5 379 15.8 384 19.0 411 20.4 390 16.8 394 16.6 B 1.01

OVERALL 1235 1244 46.9 1239 50.6 1239 47.4 1246 44.3 1237 46.6 1242 47.5 1246 47.7 1244 49.5 1237 47.9 1244 47.6 1242 47.6 D 1.01 0.55% 0.193

942 940 Left 527 513 61.2 568 63.1 532 67.4 509 65.7 533 64.5 503 65.4 540 66.9 531 65.0 539 64.6 567 67.4 534 65.1 E 1.01

942 940 Thru 762 809 52.4 743 50.1 769 46.9 736 48.3 770 49.2 806 50.8 754 50.0 771 51.1 741 45.2 732 47.5 763 49.1 D 1.00

942 940 Right 347 334 16.7 337 19.1 345 16.1 404 20.0 350 19.3 343 15.3 358 19.2 345 19.1 366 21.1 357 18.9 354 18.5 B 1.02

OVERALL 1636 1656 48.0 1648 48.2 1646 47.1 1649 46.8 1653 47.8 1652 47.8 1652 48.8 1647 48.8 1646 46.2 1656 48.2 1651 47.8 D 1.01 0.89% 0.358


963 970 Left 318 298 66.3 320 65.6 329 71.0 317 68.6 314 69.1 308 67.2 354 75.0 320 69.4 349 72.5 325 73.6 323 69.8 E 1.02

963 970 Thru 21 12 16.3 10 34.3 16 24.4 13 24.6 19 27.2 28 21.4 14 24.5 22 35.4 13 26.2 23 26.6 17 26.1 C 0.81

963 970 Right 209 244 8.6 211 9.6 207 8.0 191 6.9 210 7.7 181 7.5 190 7.5 224 8.1 206 7.0 222 8.5 209 7.9 A 1.00

OVERALL 548 554 39.8 541 43.1 552 46.0 521 44.9 543 43.9 517 43.8 558 50.8 566 43.8 568 47.7 570 46.4 549 45.0 D 1.00 0.18% 0.043

978 970 Left 305 291 74.3 317 73.7 283 70.1 316 72.4 290 70.4 309 70.2 320 73.1 292 66.6 278 69.0 291 68.3 299 70.8 E 0.98

978 970 Thru 182 164 37.6 151 42.4 183 43.9 168 42.5 190 45.0 158 40.5 179 41.6 180 41.3 178 38.3 189 39.7 174 41.3 D 0.96

978 970 Right 398 400 12.5 334 11.3 375 11.5 368 11.8 403 10.9 395 11.3 360 9.7 391 11.3 358 9.7 372 11.4 376 11.2 B 0.94

OVERALL 885 855 38.4 802 41.8 841 38.3 852 40.3 883 37.8 862 37.8 859 39.9 863 36.3 814 36.2 852 37.1 848 38.4 D 0.96 -4.15% 1.247

971 970 Left 209 199 66.7 221 75.3 210 73.1 196 65.6 204 71.2 174 67.9 210 71.8 222 68.7 189 70.9 215 74.7 204 70.6 E 0.98

971 970 Thru 439 459 42.7 441 49.0 441 48.8 416 42.5 425 43.6 465 44.8 455 44.8 444 46.6 434 47.3 440 46.3 442 45.6 D 1.01

971 970 Right 205 195 6.0 197 7.5 200 8.2 246 6.3 234 7.6 216 8.6 194 5.5 188 7.6 228 7.6 205 8.2 210 7.3 A 1.03

OVERALL 853 853 39.9 859 46.2 851 45.2 858 37.4 863 40.4 855 40.3 859 42.6 854 43.8 851 41.9 860 44.3 856 42.2 D 1.00 0.39% 0.113

972 970 Left 398 376 69.5 422 69.1 391 71.5 367 62.5 389 67.2 363 67.9 403 69.4 391 67.5 399 72.0 414 65.8 392 68.2 E 0.98

972 970 Thru 589 628 43.1 595 42.2 605 42.6 570 43.2 592 41.7 617 43.0 605 41.2 593 40.5 570 42.4 576 41.7 595 42.2 D 1.01

972 970 Right 376 362 20.8 352 21.5 378 20.3 430 21.0 388 21.2 391 20.3 366 20.0 376 19.0 401 20.5 385 18.8 383 20.3 C 1.02

OVERALL 1363 1366 44.4 1369 45.1 1374 44.7 1367 41.4 1369 43.1 1371 43.1 1374 43.9 1360 42.3 1370 44.6 1375 42.5 1370 43.5 D 1.00 0.48% 0.176




(Signalized)

Eastbound

Westbound

Northbound

Southbound


Skyline Boulevard

(Signalized)



(Signalized)

Eastbound

Westbound

Northbound

Southbound

Eastbound

Westbound

Northbound

Southbound



Volume

CORSIM Run 7

Volume


Percent

Difference on

Links

CORSIM Run 2

CORSIM

/Count

(0.90<x<1.10)

GEH Statistic

(x<5.0)

CORSIM Nodes

CORSIM Run 5

Volume

CORSIM Run 4

VolumeVolume Volume

CORSIM Run 3

AVERAGE

CORSIM Run 1

PM PK

VOLUME Volume



A B

Skyline Boulevard Eastbound Basic 607 615 1,514 1,537 15.89 1,526 15.79 1,514 15.56 1,496 15.45 1,520 15.69 1,519 15.52 1,554 15.96 1,526 15.78 1,516 15.66 1,593 16.57 1,530 15.79 B 1.06%


Country Club Boulevard Eastbound Basic 663 677 2,051 2,061 21.38 2,075 21.52 2,073 21.50 2,123 22.04 2,118 22.06 2,064 21.52 2,117 21.97 2,070 21.55 2,122 21.98 2,167 22.66 2,099 21.82 C 2.34%


Santa Barbara Boulevard Westbound Basic 844 834 1,352 1,408 14.58 1,426 14.69 1,400 14.37 1,440 14.84 1,403 14.59 1,362 14.12 1,416 14.65 1,389 14.31 1,432 14.75 1,427 14.81 1,410 14.57 B 4.31%


75

66

43

Segment Speeds

A B







Volume

Percent

Difference

Demand

VolumeCORSIM

Volume

Density

(Veh./

Lane/Mi.)

AverageRun 4

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

Level of Service




CORSIM NodesType

Section

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

CORSIM

Volume

Density

(Veh./

Lane/Mi.)


Density above

Density above

Density above

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

Run 6

Speed

Run 5

Speed

Run 4

Speed

Run 3

Speed

Run 2

SpeedAverage

Run 10

Speed

Run 9

Speed

Run 8

Speed

Run 7

Speed

Type


CORSIM NodesRun 1

Speed



808 816 834 844 864 878

Distance (Ft) 1,913 2,082 2,252

Speed (mph) 47.94 48.37 47.13


1 1 1

2 2 2





2 2 2

1 1 1

Westbound

Eastbound


Distance (Ft) 1,903 2,082 2,337

Speed (mph) 48.52 48.96 47.92


607 615 633 643 663 677

123 Node Number

Speed (mph)





2000

90.00%






LEGEND




Seed # 113 Seed # 26,725 Seed # 14,506 Seed # 5,804 Seed # 25,928 Seed # 16,292 Seed # 11,555 Seed # 18,562 Seed # 2,932 Seed # 21,913



907 910 Left 372 337 55.5 350 54.2 378 57.5 371 55.5 363 57.8 392 54.4 382 56.6 357 54.6 383 54.7 379 56.9 369 55.8 E 0.99

907 910 Thru 42 40 36.7 29 54.6 39 44.3 38 40.1 41 33.6 40 44.9 33 45.7 32 27.2 24 42.5 38 28.7 35 39.8 D 0.84

907 910 Right 79 80 7.8 96 9.1 70 8.0 77 6.5 75 9.8 62 7.9 51 6.4 75 7.8 77 7.1 95 8.9 76 7.9 A 0.96

OVERALL 493 457 45.5 475 45.1 487 49.3 486 46.5 479 48.2 494 47.8 466 50.3 464 45.2 484 46.5 512 45.9 480 47.0 D 0.97 -2.56% 0.571

916 910 Left 672 604 51.5 690 52.9 697 51.3 676 55.2 716 52.2 694 56.2 664 52.3 701 58.0 620 55.7 654 53.9 672 53.9 D 1.00

916 910 Thru 19 18 26.4 10 27.4 20 24.5 11 30.9 10 42.0 19 26.6 23 23.2 21 25.0 28 23.3 20 28.3 18 27.8 C 0.95

916 910 Right 244 266 7.6 262 7.9 235 7.3 252 8.9 256 9.2 230 7.5 230 8.5 246 7.5 253 7.8 226 8.3 246 8.0 A 1.01

OVERALL 935 888 37.9 962 40.4 952 39.9 939 42.5 982 40.9 943 43.7 917 40.6 968 44.4 901 41.3 900 41.9 935 41.3 D 1.00 0.02% 0.007

911 910 Left 133 129 55.0 160 58.6 133 60.3 121 57.3 127 58.7 136 53.5 131 60.9 125 58.7 145 54.4 155 63.4 136 58.1 E 1.02

911 910 Thru 427 433 43.6 424 43.1 436 43.0 427 41.5 471 44.3 445 42.5 437 42.7 446 40.7 395 41.2 448 43.0 436 42.6 D 1.02

911 910 Right 597 601 8.6 578 8.2 584 8.2 609 8.7 563 8.4 584 8.4 594 8.5 584 8.4 622 8.4 556 8.5 588 8.4 A 0.98

OVERALL 1157 1163 26.8 1162 27.9 1153 27.3 1157 25.9 1161 28.5 1165 26.7 1162 27.3 1155 26.3 1162 25.3 1159 29.2 1160 27.1 C 1.00 0.25% 0.085

912 910 Left 402 415 55.2 424 55.4 402 54.9 388 53.1 418 53.3 401 55.9 405 55.3 414 55.6 381 55.7 408 53.8 406 54.8 D 1.01

912 910 Thru 438 432 35.1 425 35.4 439 34.3 453 35.5 449 37.7 444 35.8 444 35.1 433 36.9 438 36.4 467 36.1 442 35.8 D 1.01

912 910 Right 347 349 4.8 352 4.7 350 4.9 349 4.7 331 4.5 343 4.5 344 4.8 347 5.1 374 5.0 317 5.0 346 4.8 A 1.00

OVERALL 1187 1196 33.2 1201 33.5 1191 32.6 1190 32.2 1198 34.0 1188 33.5 1193 33.2 1194 34.1 1193 32.7 1192 33.9 1194 33.3 C 1.01 0.56% 0.191


933 940 Left 414 412 60.9 458 61.1 416 59.4 417 63.2 409 56.8 414 61.3 401 57.2 424 58.3 407 60.0 433 56.9 419 59.5 E 1.01

933 940 Thru 960 949 47.0 916 44.4 956 47.9 934 45.9 934 52.2 937 47.7 1002 52.8 930 52.6 948 47.2 973 48.0 948 48.6 D 0.99

933 940 Right 387 380 8.5 371 9.9 359 9.3 397 8.8 378 8.5 345 10.1 390 11.9 372 9.6 379 9.3 330 7.8 370 9.4 A 0.96

OVERALL 1761 1741 41.9 1745 41.5 1731 42.7 1748 41.6 1721 43.7 1696 43.4 1793 44.9 1726 44.7 1734 42.0 1736 42.6 1737 42.9 D 0.99 -1.36% 0.571

944 940 Left 561 554 66.6 595 87.3 558 62.2 518 61.1 563 69.7 555 63.5 513 62.1 551 64.3 536 61.5 553 61.8 550 66.0 E 0.98

944 940 Thru 743 710 39.1 724 37.5 738 36.4 746 36.6 768 38.5 729 37.7 766 38.3 742 37.0 730 38.3 742 41.9 740 38.1 D 1.00

944 940 Right 585 563 22.7 560 24.8 565 21.8 571 23.6 533 23.5 519 21.9 580 23.7 565 22.5 600 21.4 521 24.0 558 23.0 C 0.95

OVERALL 1889 1827 42.4 1879 49.5 1861 39.7 1835 39.5 1864 43.7 1803 41.1 1859 40.3 1858 40.7 1866 39.5 1816 42.8 1847 41.9 D 0.98 -2.23% 0.976

941 940 Left 387 390 58.8 419 57.7 414 57.7 372 53.2 380 53.7 379 53.9 379 60.2 391 58.0 397 55.7 397 52.5 392 56.1 E 1.01

941 940 Thru 949 964 46.5 933 47.5 948 49.7 996 47.1 992 51.2 984 49.0 982 48.7 973 47.9 949 47.1 1013 48.3 973 48.3 D 1.03

941 940 Right 626 625 38.7 630 36.8 620 41.1 618 39.2 606 42.0 619 39.8 614 44.3 618 49.3 630 36.4 571 32.8 615 40.0 D 0.98

OVERALL 1962 1979 46.5 1982 46.2 1982 48.7 1986 45.8 1978 48.9 1982 47.0 1975 49.5 1982 50.3 1976 45.4 1981 44.7 1980 47.3 D 1.01 0.93% 0.412

942 940 Left 605 622 69.7 637 76.9 627 66.2 616 72.6 638 77.1 626 70.8 614 75.1 635 77.7 593 66.2 635 71.3 624 72.4 E 1.03

942 940 Thru 710 714 43.4 716 43.9 702 43.3 716 43.3 723 42.4 704 42.8 761 44.0 705 41.9 743 43.4 727 45.2 721 43.4 D 1.02

942 940 Right 308 299 14.0 294 12.2 305 15.5 294 15.1 277 16.7 302 12.3 264 14.6 296 15.6 302 13.9 272 11.7 291 14.2 B 0.94

OVERALL 1623 1635 48.1 1647 51.0 1634 46.9 1626 49.3 1638 51.6 1632 47.9 1639 50.9 1636 51.0 1638 46.2 1634 49.8 1636 49.3 D 1.01 0.79% 0.320


963 970 Left 311 281 64.4 332 57.6 298 62.7 302 63.1 309 65.2 296 60.4 298 66.0 306 60.0 278 61.3 303 67.0 300 62.8 E 0.97

963 970 Thru 34 24 34.6 23 32.4 39 36.4 28 39.1 41 30.3 30 40.8 37 26.6 30 29.7 34 27.2 41 35.7 33 33.3 C 0.96

963 970 Right 308 299 7.8 321 8.4 286 8.2 303 7.8 292 10.3 280 8.4 286 9.5 295 7.9 300 8.3 278 9.3 294 8.6 A 0.95

OVERALL 653 604 35.2 676 33.4 623 36.0 633 35.6 642 38.0 606 35.4 621 37.6 631 34.2 612 33.4 622 39.1 627 35.8 D 0.96 -3.98% 1.028

978 970 Left 230 226 56.1 228 54.5 223 61.3 251 57.9 218 54.9 222 58.6 236 62.0 220 56.1 252 60.0 222 57.6 230 57.9 E 1.00

978 970 Thru 175 158 40.9 155 39.6 171 45.3 167 40.7 147 38.9 161 42.9 189 39.6 164 41.6 149 39.9 179 37.0 164 40.6 D 0.94

978 970 Right 431 417 18.4 439 16.8 394 18.1 412 17.5 383 16.1 422 16.0 413 16.2 433 17.1 410 15.0 439 17.9 416 16.9 B 0.97

OVERALL 836 801 33.5 822 31.5 788 36.2 830 34.4 748 31.9 805 33.1 838 34.4 817 32.5 811 33.5 840 32.5 810 33.3 C 0.97 -3.11% 0.906

971 970 Left 308 324 59.2 360 59.4 327 56.7 311 54.0 308 59.8 314 56.5 314 59.6 319 53.8 310 56.1 334 61.4 322 57.6 E 1.05

971 970 Thru 777 756 38.6 735 38.9 761 39.6 791 39.4 811 40.2 788 40.3 807 40.1 781 39.1 751 38.3 791 40.0 777 39.4 D 1.00

971 970 Right 308 323 12.1 315 11.8 316 13.5 303 12.3 287 15.0 301 13.6 283 13.7 302 14.3 336 10.9 278 11.6 304 12.9 B 0.99

OVERALL 1393 1403 37.2 1410 38.1 1404 37.7 1405 36.8 1406 39.4 1403 38.2 1404 39.2 1402 37.1 1397 35.6 1403 39.5 1404 37.9 D 1.01 0.77% 0.286

972 970 Left 431 462 53.3 471 50.6 442 55.2 442 52.7 448 53.6 443 56.2 442 56.1 448 52.0 422 51.4 450 52.3 447 53.3 D 1.04

972 970 Thru 580 545 31.4 541 33.9 575 34.5 586 33.2 597 32.6 586 32.6 595 33.5 562 35.0 577 33.2 613 31.1 578 33.1 C 1.00

972 970 Right 455 468 13.2 465 15.3 457 15.8 449 14.8 427 14.6 444 15.2 436 15.2 465 14.8 480 13.9 415 14.8 451 14.8 B 0.99

OVERALL 1466 1475 32.5 1477 33.4 1474 34.9 1477 33.5 1472 33.8 1473 34.4 1473 34.9 1475 33.8 1479 32.1 1478 33.0 1475 33.6 C 1.01 0.63% 0.243




(Signalized)

Eastbound

Westbound

Northbound

Southbound


Skyline Boulevard

(Signalized)



(Signalized)

Eastbound

Westbound

Northbound

Southbound

Eastbound

Westbound

Northbound

Southbound



Volume

CORSIM Run 7

Volume


Percent

Difference on

Links

CORSIM Run 2

CORSIM

/Count

(0.90<x<1.10)

GEH Statistic

(x<5.0)

CORSIM Nodes

CORSIM Run 5

Volume

CORSIM Run 4

VolumeVolume Volume

CORSIM Run 3

AVERAGE

CORSIM Run 1

AM PK

VOLUME Volume



A B

Skyline Boulevard Eastbound Basic 607 615 2,502 2,535 26.84 2,522 26.55 2,506 26.38 2,514 26.65 2,520 26.75 2,501 26.30 2,527 26.74 2,528 26.78 2,515 26.49 2,489 26.24 2,516 26.57 D 0.55%


Country Club Boulevard Eastbound Basic 663 677 3,320 3,435 37.14 3,273 35.15 3,359 36.13 3,318 35.75 3,357 36.35 3,399 36.73 3,379 36.43 3,351 36.15 3,357 36.28 3,297 35.41 3,353 36.15 E 0.98%


Santa Barbara Boulevard Westbound Basic 844 834 1,379 1,442 14.97 1,415 14.47 1,431 14.84 1,392 14.37 1,409 14.63 1,434 14.83 1,377 14.17 1,426 14.65 1,411 14.57 1,397 14.33 1,413 14.58 B 2.49%


75

66

43

Segment Speeds

A B







Type


CORSIM NodesRun 1

SpeedAverage

Run 10

Speed

Run 9

Speed

Run 8

Speed

Run 7

Speed

Run 6

Speed

Run 5

Speed

Run 4

Speed

Run 3

Speed

Run 2

Speed

Density

(Veh./

Lane/Mi.)


Density above

Density above

Density above

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

CORSIM

Volume

Level of Service




CORSIM NodesType

Section

Volume

Percent

Difference

Demand

VolumeCORSIM

Volume

Density

(Veh./

Lane/Mi.)

AverageRun 4

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)



808 816 834 844 864 878

Distance (Ft) 1,913 2,082 2,252

Speed (mph) 48.09 48.49 47.53


1 1 1

2 2 2





2 2 2

1 1 1

Westbound

Eastbound


Distance (Ft) 1,903 2,082 2,337

Speed (mph) 47.35 48.11 46.37


607 615 633 643 663 677

123 Node Number

Speed (mph)





2000

90.00%






LEGEND




Seed # 169 Seed # 9,817 Seed # 1,882 Seed # 32,358 Seed # 9,073 Seed # 16,127 Seed # 9,909 Seed # 19,594 Seed # 21,806 Seed # 7,088



907 910 Left 422 410 67.8 446 60.2 432 67.8 401 65.9 468 71.4 398 65.9 420 66.5 401 67.6 416 67.4 407 66.8 420 66.7 E 1.00

907 910 Thru 32 44 47.6 34 60.8 28 52.7 43 48.7 33 37.8 42 54.1 25 47.7 39 57.4 33 42.1 36 57.4 36 50.6 D 1.12

907 910 Right 133 129 9.7 123 8.6 124 10.7 120 8.7 115 11.5 132 8.7 131 9.3 112 8.6 119 8.6 141 9.6 125 9.4 A 0.94

OVERALL 587 583 53.5 603 49.7 584 54.9 564 52.4 616 58.4 572 51.9 576 52.7 552 54.9 568 53.6 584 52.4 580 53.4 D 0.99 -1.16% 0.281

916 910 Left 672 694 60.7 660 61.3 688 63.0 683 60.0 660 64.9 662 65.3 654 64.9 665 65.0 664 57.1 671 60.5 670 62.3 E 1.00

916 910 Thru 25 29 43.7 26 40.5 31 30.4 32 52.3 25 49.6 29 33.3 31 34.0 32 33.1 44 37.3 36 32.1 32 38.6 D 1.26

916 910 Right 327 298 10.1 316 11.4 325 11.3 304 10.5 300 9.9 299 10.5 313 10.2 319 9.4 310 10.2 311 9.9 310 10.3 B 0.95

OVERALL 1024 1021 45.5 1002 45.0 1044 45.9 1019 45.0 985 47.8 990 47.8 998 46.8 1016 46.6 1018 42.0 1018 44.0 1011 45.6 D 0.99 -1.26% 0.404

911 910 Left 179 157 78.0 169 68.8 174 78.0 156 72.9 169 73.5 188 80.0 179 74.3 180 71.1 173 78.4 187 72.3 173 74.7 E 0.97

911 910 Thru 438 462 41.5 447 37.9 418 41.3 407 39.4 438 41.3 418 38.1 455 41.9 438 40.5 451 42.7 440 39.9 437 40.5 D 1.00

911 910 Right 672 670 7.8 668 8.5 685 8.8 721 8.7 674 8.5 678 8.7 653 7.8 662 8.0 657 9.3 654 8.0 672 8.4 A 1.00

OVERALL 1289 1289 28.5 1284 26.7 1277 28.8 1284 26.2 1281 28.3 1284 28.7 1287 29.1 1280 28.0 1281 30.4 1281 28.4 1283 28.3 C 1.00 -0.48% 0.173

912 910 Left 244 230 71.9 223 72.2 236 75.5 210 72.0 245 69.4 229 70.5 250 73.0 227 75.1 237 75.2 233 73.3 232 72.8 E 0.95

912 910 Thru 427 457 37.5 442 40.3 428 39.0 443 40.4 434 40.7 418 37.4 443 40.6 440 37.6 435 41.3 413 38.2 435 39.3 D 1.02

912 910 Right 272 244 4.7 268 4.7 268 4.9 279 4.7 254 4.7 282 4.4 242 5.3 267 4.5 273 4.8 285 4.3 266 4.7 A 0.98

OVERALL 943 931 37.4 933 37.7 932 38.4 932 36.8 933 38.4 929 35.6 935 40.1 934 37.3 945 39.3 931 36.6 934 37.8 D 0.99 -1.01% 0.310


933 940 Left 308 302 72.5 308 73.1 340 70.2 350 74.7 322 70.0 337 68.3 327 67.2 314 70.5 327 69.3 345 77.7 327 71.4 E 1.06

933 940 Thru 743 759 88.2 732 63.1 722 60.6 690 61.2 754 82.9 708 59.6 722 66.6 760 70.5 743 60.2 714 60.3 730 67.3 E 0.98

933 940 Right 387 371 14.2 389 12.0 383 9.9 385 12.0 367 12.1 388 10.5 363 10.5 372 10.3 369 11.5 368 11.3 376 11.4 B 0.97

OVERALL 1438 1432 65.7 1429 51.3 1445 49.4 1425 51.2 1443 62.0 1433 48.4 1412 52.3 1446 55.0 1439 49.8 1427 51.9 1433 53.7 D 1.00 -0.34% 0.129

944 940 Left 746 734 62.3 734 60.8 792 66.7 763 62.6 780 63.4 720 65.5 748 62.2 767 62.1 755 65.1 768 65.0 756 63.6 E 1.01

944 940 Thru 960 906 48.0 991 47.4 924 43.1 930 44.1 963 44.4 901 45.3 961 48.8 947 43.9 953 43.4 907 43.3 938 45.2 D 0.98

944 940 Right 585 549 21.1 553 23.0 596 23.5 541 21.8 555 23.6 594 20.4 509 25.3 558 21.6 553 22.3 568 22.3 558 22.5 C 0.95

OVERALL 2291 2189 46.0 2278 45.8 2312 46.1 2234 45.0 2298 45.8 2215 45.2 2218 47.9 2272 44.5 2261 45.5 2243 45.4 2252 45.7 D 0.98 -1.70% 0.818

941 940 Left 387 391 71.0 360 71.8 396 66.1 371 67.2 385 71.4 389 72.5 404 66.3 393 69.1 382 69.2 385 72.8 386 69.7 E 1.00

941 940 Thru 710 724 54.6 763 57.4 709 54.4 713 54.7 749 54.5 712 55.8 727 52.5 737 54.6 775 56.3 725 54.5 733 54.9 D 1.03

941 940 Right 561 553 23.8 552 25.0 569 26.5 578 25.0 538 25.9 567 26.1 546 24.4 543 27.0 516 25.3 563 24.5 553 25.3 C 0.98

OVERALL 1658 1668 48.2 1675 49.9 1674 47.7 1662 47.2 1672 49.2 1668 49.6 1677 46.7 1673 49.0 1673 49.7 1673 48.6 1672 48.6 D 1.01 0.81% 0.331

942 940 Left 585 595 66.4 579 66.9 586 64.2 566 66.3 584 64.3 585 66.0 610 65.3 621 69.6 600 66.3 602 67.4 593 66.3 E 1.01

942 940 Thru 949 961 51.6 997 50.4 953 52.5 955 48.6 1001 52.1 955 50.2 955 50.8 960 51.7 980 49.2 957 49.9 967 50.7 D 1.02

942 940 Right 414 418 23.2 385 21.5 428 22.6 452 24.8 380 21.9 433 22.1 408 22.6 387 22.4 392 22.1 407 21.0 409 22.4 C 0.99

OVERALL 1948 1974 50.0 1961 49.6 1967 49.5 1973 48.2 1965 49.9 1973 48.7 1973 49.5 1968 51.6 1972 49.0 1966 49.3 1969 49.5 D 1.01 1.09% 0.479


963 970 Left 455 471 71.8 447 73.1 470 67.5 480 70.3 471 68.6 448 72.2 435 73.7 505 74.5 460 78.2 471 77.6 466 72.8 E 1.02

963 970 Thru 25 21 17.1 19 19.2 26 28.7 21 31.7 21 38.7 26 42.6 22 31.4 25 32.7 18 22.5 16 49.4 22 31.4 C 0.86

963 970 Right 308 297 10.8 296 11.0 325 9.4 305 11.2 313 12.6 298 9.6 330 13.8 325 11.7 294 12.3 282 10.5 307 11.3 B 1.00

OVERALL 788 789 47.4 762 47.7 821 43.3 806 46.9 805 46.0 772 47.0 787 47.4 855 49.4 772 51.8 769 52.4 794 47.9 D 1.01 0.74% 0.206

978 970 Left 308 325 68.7 320 73.3 312 72.7 329 65.8 341 72.8 309 67.0 310 65.2 337 65.8 313 70.8 299 64.8 320 68.7 E 1.04

978 970 Thru 220 217 53.0 208 46.9 215 52.1 220 42.1 245 49.3 195 41.6 196 42.1 170 53.4 205 44.9 199 51.1 207 47.7 D 0.94

978 970 Right 431 422 19.3 414 18.0 405 16.2 425 19.4 419 17.9 440 18.1 440 17.4 383 18.5 417 17.0 416 18.7 418 18.1 B 0.97

OVERALL 959 964 43.5 942 43.2 932 43.4 974 40.2 1005 44.2 944 39.0 946 38.2 890 43.1 935 41.1 914 40.8 945 41.7 D 0.98 -1.50% 0.467

971 970 Left 308 293 71.9 292 70.6 301 67.9 282 74.5 301 67.4 293 70.8 313 69.8 309 73.0 299 68.8 301 76.1 298 71.1 E 0.97

971 970 Thru 580 607 48.3 615 45.2 577 49.3 612 48.0 587 47.4 587 49.0 594 48.4 611 49.6 624 47.1 593 44.6 601 47.7 D 1.04

971 970 Right 230 215 13.8 219 12.8 242 12.2 230 12.2 222 11.6 239 13.5 210 14.4 197 14.3 204 13.6 224 11.2 220 13.0 B 0.96

OVERALL 1118 1115 47.8 1126 45.5 1120 46.3 1124 47.3 1110 45.7 1119 47.2 1117 48.0 1117 49.9 1127 46.8 1118 46.4 1119 47.1 D 1.00 0.12% 0.039

972 970 Left 431 428 73.6 403 70.3 428 72.7 400 78.1 430 69.1 431 70.2 442 70.9 438 70.4 421 77.4 410 75.0 423 72.8 E 0.98

972 970 Thru 777 787 47.1 817 46.5 774 48.4 796 49.9 812 49.5 777 47.9 775 47.4 801 44.8 817 50.5 798 45.8 795 47.8 D 1.02

972 970 Right 411 406 29.5 408 30.6 432 33.2 427 32.2 383 36.7 423 27.6 408 29.6 396 26.2 384 31.8 418 31.4 409 30.9 C 0.99

OVERALL 1619 1621 49.7 1628 48.4 1634 50.8 1623 52.2 1625 51.7 1631 48.5 1625 49.3 1635 47.2 1622 53.1 1626 49.4 1627 50.0 D 1.00 0.49% 0.199




(Signalized)

Eastbound

Westbound

Northbound

Southbound


Skyline Boulevard

(Signalized)



(Signalized)

Eastbound

Westbound

Northbound

Southbound

Eastbound

Westbound

Northbound

Southbound



Volume

CORSIM Run 7

Volume


Percent

Difference on

Links

CORSIM Run 2

CORSIM

/Count

(0.90<x<1.10)

GEH Statistic

(x<5.0)

CORSIM Nodes

CORSIM Run 5

Volume

CORSIM Run 4

VolumeVolume Volume

CORSIM Run 3

AVERAGE

CORSIM Run 1

PM PK

VOLUME Volume



A B






Skyline Boulevard Westbound Basic 816 808 2,519 2,572 27.13 2,561 27.14 2,546 26.95 2,567 27.20 2,499 26.49 2,608 27.49 2,625 27.76 2,544 26.83 2,516 26.55 2,556 27.10 2,559 27.06 D 1.60%

75

66

43

Segment Speeds

A B







Type


CORSIM NodesRun 1

SpeedAverage

Run 10

Speed

Run 9

Speed

Run 8

Speed

Run 7

Speed

Run 6

Speed

Run 5

Speed

Run 4

Speed

Run 3

Speed

Run 2

Speed

Density

(Veh./

Lane/Mi.)


Density above

Density above

Density above

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

CORSIM

Volume

Level of Service




CORSIM NodesType

Section

Volume

Percent

Difference

Demand

VolumeCORSIM

Volume

Density

(Veh./

Lane/Mi.)

AverageRun 4

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)

CORSIM

Volume

Density

(Veh./

Lane/Mi.)



808 816 834 844 864 878

Distance (Ft) 1,913 2,082 2,252

Speed (mph) 47.24 48.02 46.57


1 1 1

2 2 2





2 2 2

1 1 1

Westbound

Eastbound


Distance (Ft) 1,903 2,082 2,337

Speed (mph) 48.12 48.50 47.42


607 615 633 643 663 677

123 Node Number

Speed (mph)





2000

90.00%






LEGEND


Documents

FINAL VETERANS MEMORIAL PARKWAY AND SANTA … file...Veterans Memorial Parkway and Santa Barbara Boulevard Overpass Study Final Report 1-1 Section 1.0 INTRODUCTION The Lee County Department